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ISO 3183 Petroleium and Gas Industries Line Pipe

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I
I
IS0
3183-I
INTERNATIOFJAL
STANDARD
Second edition
1996-09-I 5
-
Part 1:
Pipes of requirement class A
Industries du p&role et du gaz nature/ Conditions techniques de livraison -
Tubes en acier pour conduites -
Partie 1: Tubes de la classe d’exigences A
Reference number
IS0 3183-I :I 996(E)
Copyright International Organization for Standardization
Provided by IHS under license with ISO
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Petroleum and natural gas industries
Steel pipe for pipelines - Technical
delivery conditions -
IS0 3183-1:1996(E)
Contents
Page
........................................................................................................................
iv
....................................................................................................................
V
1
Scope ....................................................................................................................
1
2
Normative
3
3.1
3.2
............................................................................................................
Definitions
.................................................................................................................
General
Welding processes, pipes and welds .................................................................
4
Designation
5
Information
6
6.1
6.2
6.3
6.4
6.5
6.6
......................................................................................................
Manufacturing
............................................................................................
Pipe manufacturing
Cold expansion ....................................................................................................
Material ..................................................................................................................
.....................................................................................................
Heat treatment
Strip end welds - helical seam pipe ...................................................................
Traceability
...........................................................................................................
6
6
7
7
7
7
7
7.1
7.2
7.3
7.4
7.5
7.6
.......................................................................................................
Requirements
General .................................................................................................................
........................................................................................
Chemical composition
Mechanical properties .........................................................................................
.................................................................................
Metallurgical
requirements
Appearance, imperfections
and defects ............................................................
Dimensions, masses and tolerances .................................................................
8
8
8
8
8.1
8.2
8.3
a.4
8.5
8.6
8.7
Testing and inspection ........................................................................................
Type of documents on inspection and testing .................................................
Purchaser inspection ...........................................................................................
Retention of records ............................................................................................
.......................................................................
Testing of chemical composition
................................
Testing of mechanical and technological
characteristics
Hydrostatic test ....................................................................................................
....................................................................
Dimensional testing and weighing
Foreword
Introduction
references
..........................................................................................
.........................................................................................................
to be supplied
by the purchaser
...................................................
0 IS0 1996
All rights reserved.
Unless otherwise
specified,
no part of this publication
reproduced
or utilized in any form or by any means, electronic or mechanical,
photocopying
and microfilm, without permission in writing from the publisher.
may be
including
Ir.;ernational Organization for Standardization
Case Postale 56. CH-1211 Geneve 20 l Switzerland
i’rinted
in Switzerland
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1
3
3
3
4
5
7
10
12
12
12
43
43
43
43
44
45
49
49
IS0 3183-1:1996(E)
0 IS0
8.8
8.9
8.10
8.11
8.12
............................................................................................
Visual examination
testing ....................................................................................
Non-destructive
and
results .................................................................................
Test methods
tests ......................
of
chemical,
mechanical and technological
Invalidation
...............................................................................................................
Re-tests
49
50
50
68
68
9
9.1
9.2
9.3
9.4
9.5
9.6
9.7
9.8
9.9
9.10
Marking of pipes and pipe couplings ..............................................................
General ...............................................................................................................
Location of marking ..........................................................................................
Sequence of markings ......................................................................................
.........................................................................................
Bundle identification
Length ................................................................................................................
Couplings ...........................................................................................................
Die stamping ......................................................................................................
.........................................................................................
Thread identification
...........................................................................................
Thread certification
Pipe processor markings ..................................................................................
70
70
70
71
72
73
73
73
73
73
73
IO
Protective
............................................................................................
coatings
74
Annexes
for welded
jointers
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A
Specification
B
Repair welding
C
Couplings
D
Supplementary
E
Guided bend test jig dimensions
F
Purchaser
G
Workmanship,
H
Comparison
J
Main differences
K
Bibliography
procedure
....................................................................
...............................................................................
..........................................................................................................
requirements
inspection
81
83
....................................................................
92
and repair of defects
of steel grade designations
between
76
.........................................................................
.......................................................................................
visual inspection
75
................................
.......................................................
IS0 3183-1 and ANSI/API
102
103
108
Spec. 5L 111 .............. .I09
.....................................................................................................
111
...
III
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IS0 3183-1:1996(E)
Foreword
IS0 (International
Organization
for Standardization)
is a worldwide
federation of national standard bodies (IS0 member bodies). The work
of preparing International
Standards is normally carried out through
IS0 technical committees.
Each member body interested in a subject
for which a technical committee has been established has the right to
International
organizations,
be represented
on that committee.
governmental
and non-governmental,
in liaison with ISO, also take
part in the work. IS0 collaborates
closely with the International
Electrotechnical
Commission
(IEC) on all matters of electrotechnical
standardization.
Draft International
Standards adopted by the technical committees
are
circulated
to the member
bodies for voting.
Publication
as an
International
Standard
requires approval
by at least 75 % of the
member bodies casting a vote.
International
Standard
IS0 3183-1 was prepared
by Technical
Committee ISO/TC 67 Materials, equipment and offshore structures for
petroleum and natural gas industries, Subcommittee
SC 1, Line pipe,
on the basis of the American National Standard ANSI/API Spec. 5L Ill,
structured in accordance with the IS0 rules and aligned with IS0 3183,
part 2 as far as possible.
It replaces
revision.
partly
IS0 3183:1980
IS0 3183 consists
of the following
of which
Part 1: Pipes of requirement
Part 2: Pipes of requirement
Part 3: Pipes of requirement
Annexes
A to G form an integral
Annexes
H to K are for information
a technical
parts under the general title
Petroleum
and natural gas industries
Technical delivery conditions
-
it constitutes
- Steel pipe
for pipelines
-
class A
class B
class C
part of this part of IS0 3183.
only.
iv
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0 IS0
0 IS0
IS0 3183-1:1996(E)
Introduction
In the preparation
of this International
Standard
the competent
committee was unanimous
in seeking to avoid specifying the quality
of line pipe to be used for a particular
application.
However, the
committee
recognized
that there are several broad quality
levels
commonly used, and has differentiated
between these quality levels as
follows:
Firstly, the committee
recognized the need to provide a basic
level which corresponds to that specified in ANSI/API Spec. 5L
is designated
requirement
class A and considered
in this
IS0 3183. The main differences
between
ANSI/API
Spec.
IS0 3183-1 are listed in annex J.
quality
[I 1. This
part of
5L and
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Secondly, many purchasers impose requirements
different from, or
additional
to, the basic standard. This approach
is common,
for
example,
for
transmission
pipelines.
Such
overall
enhanced
requirements
are addressed in requirement
class B and considered
in
Part 2 of IS0 3183.
Thirdly, there are certain particularly
demanding
applications
where
very stringent requirements
on quality and testing are imposed. Such
requirements
are reflected in requirement
class C and considered
in
Part 3 of IS0 3183.
The selection of the requirement
class depends on many factors. The
properties of the fluid to be conveyed, the service conditions,
design
code and any statutory
requirements
should
all be taken into
consideration.
Therefore, this International
Standard gives no detailed
guidelines.
It is the ultimate responsibility
of the user to select the
appropriate requirement
class for the intended application.
Copyright International Organization for Standardization
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INTERNATIONAL
STANDARD
IS0 3183-1:1996(E)
0 Is0
Petroleum and natural gas industries
Technical delivery conditions Part 1: Pipes of requirement class A
1
- Steel pipe for pipelines
-
Scope
This part of IS0 3183 specifies the technical delivery conditions for seamless and welded pipe of non-alloy
and alloy (except stainless) steels with the basic quality and testing requirements
(level A), which are
intended for the transmission
and distribution
of combustible
and non-combustible
fluids (including
water) in the petroleum and natural gas industries.
This part of IS0 3183 includes threaded
plain-end, special plain-end, extra-strong
and spigot pipe.
and extra-strong
threaded line pipe; and plain-end, regular-mass
plain-end and double-extra-strong
plain-end pipe; as well as bell
Dimensional
requirements
on threads and thread gauges, stipulations
on gauging
practice, gauge
specifications
and certification,
as well as instruments
and methods for inspection of threads are given in
IS0 10422 and are applicable to products covered by this part of IS0 3183.
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Grades covered by this part of IS0 3183 are L175, L210, L245, L290, L320, L360, L390, L415, L450, L485,
L555, grades intermediate
to the grades L290 and higher, listed in table 2.
For regular-mass
and special plain-end pipe (special mass) as shown in tables 8 and 9 and for threaded
pipe larger than nominal size 12 (see table 6) the size designations
used herein are outside-diameter
sizes.
For all other pipe, the size designations
are nominal pipe sizes. Where pipe size limits (or size ranges) are
given, these are outside-diameter
sizes except when it is stated that they are nominal. These outsidediameter size limits and ranges apply also to the corresponding
nominal sizes (see 7.6).
NOTE 1 Attention
2
Normative
is drawn to the definition
for seamless
pipe in 3.2.2.1.
references
The following
standards contain provisions which, through reference in this text, constitute provisions of
this part of IS0 3183. At the time of publication, the editions indicated were valid. All standards are subject
to revision, and parties to agreements based on this part of IS0 3183 are encouraged to investigate the
possibility of applying the most recent editions of the standards indicated below. Members of IS0 and IEC
maintain registers of currently valid International Standards.
IS0 404:1992,
Steel and steel products
Copyright International Organization for Standardization
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No reproduction or networking permitted without license from IHS
- General technical
delivery
requirements.
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0 IS0
IS0 3183-1:1996(E)
IS0 1027:1983,
identification.
Radiographic
image
IS0 2566-l :1984, Steel - Conversion
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IS0 4200:1991,
per unit length.
quality
of elongation
Plain end steel tubes, welded
IS0 4948-1:1982, Steels - Classification
based on chemical composition.
ISO/TR 4949:1989,
indicators
for
non-destructive
and
and seamless
- General
tables of dimensions
of steels into unalloyed
and masses
and alloy steels
Steel names based on letter symbols.
IS0 6892:1984,
Metallic
IS0 6929:1987,
Steel products
IS0 7500-1:1986,
testing machines.
materials
Metallic
of ends of tubes and fittings
- Definitions
materials
and classification.
- Verification
of static
uniaxial
Metallic
materials
- Tube (in full section) - Bend test.
IS0 8492:1986,
Metallic
materials
- Tube -Flattening
Steel and steel products
Bulletin
Recommended
API RP 5L3-1996,
API Std 1104-I 994,
Welding
ASTM A 29, Recommended
in specified limiting values.
- Inspection
on thread compounds
practice
practice
and definitions
ASTM A 751:1990,
Test methods,
practices
ASTM E 83:1990,
Method
Boiler and pressure
for load verification
of verification
gauging
1: Tensile
and thread
inspection
drop-weight
and line pipe.
tear tests on line pipe.
which places of figures
for mechanical
and terminology
for chemical
of testing machines.
and classification
are to be considered
significant
testing of steel products.
of extensometers.
vessel code, Section IX.
2
Copyright International Organization for Standardization
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- Part
documents.
for casing, tubing,
for indicating
Test methods
Practices
machines
and related facilities.
ASTM A 370:1989,
ASTM E 4:1989,
- Threading,
for conducting
of pipelines
testing
test.
IS0 10422:1993, Petroleum and natural gas industries
casing, tubing and line pipe threads - Specification.
API Bull 5A2-1992,
for welding.
- Tensile testing.
IS0 8491:1986,
ASME,
- Principles
values - Part 1: Carbon and low alloy steels.
- Part 1: Classification
IS0 6761: 1981, Steel tubes - Preparation
IS0 10474:1991,
testing
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analysis
of steel products.
of
0 IS0
3
IS0 3183-1:1996(E)
Definitions
3.1
General
For the purpose of this part of IS0 3183 the definitions
from those given in IS0 6929 for steel products.
Moreover,
within
in 3.2 shall apply when
additional
to or differing
this part of IS0 3183:
-
The term manufacturer
refers to the firm, company or corporation
responsible for marking the product
to warrant that the product conforms to the standard. The manufacturer
may be either a pipe mill, a
processor, a maker of couplings
or a threader as applicable. The manufacturer
is responsible
for
compliance with all of the applicable provisions of the standard.
-
The term pipe mill refers to the firm, company
-
The term processor refers to the firm, company
treating pipe made by a pipe mill.
3.2
Welding
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3.2.1
Welding
3.2.1.1
Without
processes,
or corporation
or corporation
that operates
that operates
facilities
capable
of heat
pipes and welds
process
filler metal
(a)
continuous
welding:
pressing the formed
provide a continuous
(b)
electric-welding:
Process of forming
a seam by electric-resistance
wherein the edges to be welded are mechanically
pressed together
generated by the resistance to flow of electric current.
3.2.1.2
pipe making facilities.
Process of forming a seam by heating the strip in a furnace and mechanically
edges together, wherein successive coils of strip had been joined together to
flow of steel for the welding mill. (This process is a type of butt-welding.)
or electric-induction
welding
and the heat for welding
is
With filler metal
(a)
submerged arc-welding:
Welding process that produces coalescence of metals by heating them with
an arc or arcs between bare metal consumable
electrode or electrodes and the work. The arc and
molten metal are shielded by a blanket of granular, fusible material on the work. Pressure is not used,
and part or all of the filler metal is obtained from the electrode(s).
(b)
gas metal arc-welding:
Welding process that produces coalescence of metals by heating them with
an arc or arcs between a continuous
consumable
electrode and the work. Shielding
is obtained
entirely from an externally supplied gas or gas mixture. Pressure is not used, and the filler metal is
obtained from the electrode.
3.2.2
Types of pipe
3.2.2.1
seamless pipe: Tubular product without a welded seam, manufactured
which may be followed by cold finishing to obtain the desired shape, dimensions
in a hot forming
and properties.
process
NOTE 2 Cast pipes are not covered by IS0 3183.
3.2.2.2
welding
continuous
welded
pipe: Pipe having one longitudinal
seam produced
process defined in 3.2.1.1 (a). (This type of pipe is a type of butt-welded
pipe.)
3.2.2.3
electric-welded
pipe:
process defined in 3.2.1.1 (b).
Copyright International Organization for Standardization
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Pipe
having
one
longitudinal
seam
produced
by the
by the
continuous
electric-welding
3
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IS0 3183-1:1996(E)
0 IS0
3.2.2.4
longitudinal
seam submerged arc-welded pipe: Pipe having
the automatic submerged arc-welding
process defined in 3.2.1.2 (a).
one longitudinal
3.2.2.5
gas metal arc-welded
pipe: Pipe having one longitudinal
continuous gas metal arc-welding process defined in 3.2.1.2 (b).
or helical
3.2.2.6
combination
gas metal arc- and submerged
helical seam produced by a combination
of the welding
arc-welded
processes
seam produced
seam
produced
by
by the
pipe: Pipe having one longitudinal
defined in 3.2.1.2 (a) and 3.2.1.2 (b)
or
3.2.2.7
double seam submerged-arc
welded pipe: Pipe having two longitudinal
automatic submerged-arc
welding process defined in 3.2.1.2 (a).
seams produced
by the
3.2.2.8
double seam gas metal arc-welded pipe: Pipe having
gas metal arc-welding process defined in 3.2.1.2 (b).
seams
by the
two longitudinal
3.2.2.9
double seam combination
gas metal arc- and submerged
arc-welded
longitudinal
seams produced by a combination
of the welding processes defined
lb).
3.2.2.10 helical seam submerged
automatic submerged arc-welding
weld pipe.)
3.2.3
arc-welded
pipe: Pipe having one helical seam produced
by the
process defined in 3.2.1.2 (a). (This type of pipe is also known as spiral
Longitudinal
3.2.3.2
submerged arc-weld:
process defined in 3.2.1.2 (a).
seam
Longitudinal
weld
produced
by the
3.2.3.4
strip/skelp
3.2.3.5
jointer
3.2.3.6
tack weld:
end weld:
weld:
Imperfections
electric-welding
or helical seam weld produced
3.2.3.3
gas metal arc-weld:
Longitudinal
seam weld produced
metal arc-welding
process defined in 3.2.1.2 (b).
in whole
process
by the submerged
defined
in
h
I*
!
5,
I.
i
arc-welding
or in part by the continuous
gas
seam weld that joins two pieces of pipe together.
Seam weld used to align the abutting
edges until the final seam welds are produced.
and defects
is a discontinuity
3.2.4.2
A “defect” is an imperfection
accordance with this part of IS0 3183.
or irregularity
of sufficient
in the product
magnitude
detected
to preclude
by methods
acceptance
outlined
in
of the product
in
Designation
The steels specified
in this part of IS0 3183 are designated
as shown in table 2 differing
NOTE 3 In annex H a comparison of these steel designations with those specified in ANSI/API
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4
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!
t,
1
1
Seam weld that joins plate or strip ends together.
Circumferential
3.2.4.1
An “imperfection”
this part of IS0 3183.
4
pipe: Pipe having two
in 3.2.1.2 (a) and 3.2.1.2
Types of seam welds
3.2.3.1
electric-weld:
3.2.1 .I (b).
3.2.4
produced
from ISO/TR 4949.
Spec 5L [II is given.
0 IS0
5
IS0 3183-1:1996(E)
Information
to be supplied
by the purchaser
In placing orders for line pipe to be manufactured
in accordance
should specify the following on the purchase order:
with this part of IS0 3183 the purchaser
IS0 3183-1
....................................................................................
Specification
Quantity ............................................................................................
Grade or class ..................................................................................
Type of pipe .....................................................................................
tables 2 and 3
3.2.2
Size
Nominal size
Threaded pipe .......................................................................
Extra-strong threaded pipe ..................................................
Plain-end pipe .......................................................................
Extra-strong plain-end pipe .................................................
Double-extra-strong
plain-end pipe ....................................
table
table
table
table
table
6
7
8
8
8
Outside diameter
Regular-mass plain-end pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . table 8
Special plain-end pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . table 8
Mass per metre or wall thickness ..................................................
Nominal length ................................................................................
End finish .........................................................................................
.......................................
Delivery date and shipping instructions
The purchaser
should also state
stipulations, which are optional:
on the
purchase
order
7.6.1, 7.6.3
7.6.5
7.6.9
his requirements
concerning
................................................................................................
Document of compliance
Chemical analysis test reports ........................................................................................
on jointers .....................
Acceptance and maximum allowable length requirements
Jointers for threaded pipe ...............................................................................................
pipe ..................................................................................
Threaded ends, extra-strong
Alternative bevel, plain-end pipe with outside diameter > 60,3 mm ..........................
Special coupling pipe ends .............................................................................................
Power-tight make-up .......................................................................................................
inspection for laminations
.....................................................
Special non-destructive
Defect repair procedures .................................................................................................
Bare pipe - special coatings ............................................................................................
Method of welding jointers .............................................................................................
Purchaser inspection .......................................................................................................
Attention
parties:
is called to the following
stipulations
which
are subject
to agreement
Strip end welds ...................................................................................................
........................................................................................
Chemical composition
Intermediate grades ............................................................................................
..................................................................................
Flattening test orientation
Intermediate diameters ......................................................................................
Intermediate wall thickness ...............................................................................
requirements
............................................................................
Supplementary
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the following
8.1.1
8.1.2
7.6.7
7.6.7
7.6.9.1
7.6.9.3
7.6.9.5
7.6.9.2
G.3.9
G.6, G.7, G.8
10
annex A
annex F
between
the interested
6.5
7.2.1.
1, 7.2.1, 7.3.2, table B.l
8.5.2.2, figure 3
7.6.2
7.6.3
annex D
5
IS0 3183-1:1996(E)
0 IS0
NDT electric welds ..............................................................................................
NDT seamless pipe .............................................................................................
hydrostatic test .........................................................................
Supplementary
Hydrostatic test pressure ....................................................................................
Lengths applied to carloads ...............................................................................
length and length tolerances ......................................................
Nonstandard
...............................................................................................
Welded couplings
Thread protectors ................................................................................................
pipe ............................................................
Repair of welds of electric-welded
........................................................................................
Marking requirements
This information
should
preferably
be given in the way indicated
8.9, SR7
8.9, SR2
8.10.9.4
8.10.9.3
7.6.8.6, table 11
7.6.5
c.1
7.6.9
8.10.11.3.4,
G.5 b)
9.2, 9.3, 9.7
in the following
example.
EXAMPLE
Delivery of 1 500 m regular-mass plain-end pipe of grade L290 with an outside diameter of 457,0 mm, a
wall thickness of IO,3 mm and a nominal length of 12 m (see table 111, with document of compliance.
Designation
5
I,
t
in the order:
1 500 m pipe IS0 3183-1-L290-457,0x10,3x12-with
document
II
I
of compliance.
/
i
r
;‘:
6
Manufacturing
5
k
I’
6.1
Pipe manufacturing
Pipe complying
t
j,
with this part of IS0 3183 shall be subject to the limitations
specified
in table 1.
i
i.,
6.1.1
Electric-welded
pipe in grades higher than L290, the weld seam and the entire heat affected zone
shall be heat treated so as to simulate a normalizing heat treatment (see note 41, except that, by agreement
between the interested
parties, alternative
heat treatments
or combinations
of heat treatment
and
chemical composition
may be substituted.
Where such substitutions
are made, the manufacturer
shall
demonstrate
the effectiveness
of the method selected using a mutually agreed upon procedure, which
may include, but is not necessarily limited to, hardness-testing,
microstructural
evaluation, or mechanical
testing. For grades L290 and lower, the weld seam shall be similarly heat treated, or the pipe shall be
processed in such a manner that no untempered martensite remains.
L
I,’
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NOTE 4 During the manufacture
of electric-welded
pipe, the product is in motion through the surrounding
air.
Normalizing
is usually defined as “cooling in still air”, hence, the phrase “to stimulate a normalizing
heat treatment“ is
used.
!”
1’
I
pipe, at least one pass shall be on the inside and at least
I
6.1.3
Combination
gas metal arc- and submerged
arc-welded pipe, the gas metal arc-welding
process
shall be continuous and first, and followed by the automatic submerged arc-welding process with, at least,
one pass on the inside and one pass on the outside.
I
6.1.2
Longitudinal
seam submerged
one pass shall be on the outside.
arc-welded
6.1.4
Double seam submerged arc-welded pipe, the seams shall be approximately
180” apart. For each
seam, at least one pass shall be on the inside and at least one pass shall be on the outside.
.-
:
/
i
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
1,
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k
IS0 3183-1:1996(E)
0 IS0
6.1.5
Double seam gas metal arc-welded pipe, the seams shall be approximately
180” apart.
seam, at least one pass shall be on the inside and at least one pass shall be on the outside.
For each
6.1.6
Double seam combination
gas metal arc- and submerged
arc-welded
pipe, the seams shall be
approximately
180” apart. For each seam, the gas metal arc-welding
shall be continuous
and first, and
followed by the automatic submerged
arc-welding
process with at least one pass on the inside and one
pass on the outside.
6.1.7
Tack welds shall be made by manual or semi-automatic
submerged
arc-welding;
electric-welding;
gas metal arc-welding;
flux cored arc-welding;
or shielded
metal arc-welding
using low hydrogen
electrodes. Tack welds shall be removed by machining
or remelted during subsequent
welding of the
seam.
6.1.8
Helical seam submerged
pass shall be on the outside.
6.2
arc-welded
pipe, at least one pass shall be on the inside and at least one
Cold expansion
6.3
Material
The width of plate or strip used to manufacture
times the pipe outside diameter.
6.4
helical seam pipe shall be not less than 0,8 or more than 3
Heat treatment
The heat
with this
relieved,
clause 9
6.5
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Pipe complying with this part of IS0 3183, except continuous welded, shall be either non-expanded
or cold
expanded at the option of the manufacturer
unless otherwise specified on the purchase order. Suitable
provision
shall be incorporated
to protect the weld from contact with the internal expander
during
mechanical expansion.
treating process shall be performed in accordance with a documented
procedure. Pipe complying
part of IS0 3183 may be as rolled, normalized,
normalized
and tempered, subcritically
stressor subcritically
age-hardened;
and grades L290 and higher may be quenched and tempered. (See
for applicable marking requirements.)
Strip end welds - helical seam pipe
Junctions of strip end welds and helical seam welds in finished pipe shall be permitted only at distances
greater than 304,8 mm from the pipe ends. By agreement between the interested parties, strip end welds
shall be permitted at the pipe ends, provided there is a circumferential
separation of at least 152,4 mm
between the strip end weld and the helical seam weld at the applicable pipe ends. Strip end welds in
finished pipe shall be properly prepared for welding and shall be made by automatic submerged
arcwelding, automatic gas metal arc-welding, or a combination
of such welding procedures.
6.6
Traceability
The manufacturer
shall establish and follow procedures for maintaining
required cast and/or lot tests are performed and conformity
with standard
Copyright International Organization for Standardization
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No reproduction or networking permitted without license from IHS
cast and/or
requirements
lot identity until all
has been shown.
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IS0 3183-1:1996(E)
0 IS0
Table 1 - Process of manufacture
Grade
Type of pipe
L175
X
X
X
Seamless
Continuous welded
Electric-welded
Longitudinal seam submerged arc-welded
Gas metal arc-welded
Combination gas metal arc- and submerged arc-welded
Double seam submerged arc-welded’)
Double seam gas metal arc-welded’)
Double seam combination gas metal arc- and submerged arcwelded’)
Helical seam submerged arc-welded2)
L210 to L555
X
X
X
X
X
X
X
X
X
1) Double seam pipe is limited to outside diameter 2 914,0 mm.
2) Helical seam pipe is limited to outside diameter 2 114,3 mm.
7
7.1
Requirements
General
The requirements
specified
in this part of IS0 3183 apply under the conditions
that the relevant
specifications
for sampling, test piece preparation and test methods given in 8.5.2 and 8.10 are complied
with.
Pipe manufactured
as grade L415 or higher
lower without purchaser’s approval.
7.2
Chemical
shall not be substituted
for pipe ordered
for grade
L360 or
composition
7.2.1
The composition
of pipe complying with this part of IS0 3183, as determined
by cast analysis for
pipe other than grade L555, shall conform to the chemical requirements
specified in table 2, except that, by
agreement between the purchaser and the manufacturer,
carbon contents higher than those specified may
be used. The composition
of intermediate
grades (higher than L290) shall conform
to chemical
requirements
agreed upon between the interested parties, and such requirements
shall be consistent with
the requirements
specified in table 2 for the applicable type of pipe. For grades L290 and higher, by
agreement between the purchaser and the manufacturer,
elements other than niobium, vanadium,
and
titanium may be used; however, caution should be exercised in the determination
of the quantity that may
be present for any particular size and thickness of pipe, because the addition of such otherwise desirable
elements may alter the weldability of the pipe.
NOTE 5 Class II steel is rephosphorized
somewhat more difficult to bend.
and probably
has better threading
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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properties
than Class I but may be
0 IS0
IS0 3183-1:1996(E)
Table 2 - Chemical
Type of pipe
requirements
for cast analysisg), % by mass
Grade and class
Carbon
max.‘)
Manganese
min.
max.
Phosphorus
min.
max.
Sulfur
max.
0,21
0,21
0,22
0,27
0,29
0,31
0,294’
0,26
0,30
0,30
-
0,045
-
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0,030
seamless
Non-expanded
Non-expanded
Non-expanded
Non-expanded
Non-expanded
Non-expanded
Cold expanded
Non-expanded
or
or
or
or
cold
cold
cold
cold
expanded
expanded
expanded
expanded
or cold expanded
L175, Cl I
L175, Cl 112)
L210
L2453’
L2905’
L3205’, L3605)
L2905’ L3205) L3605’
L39d5) s), L4; 55’a
Non-expanded
or cold expanded
L450, L485, L555
1
-
(By agreement
0,60
0,60
0,90
I,15
I,25
I,35
I,25
I,35
between
0,030
0,080
0,030
0,030
0,030
0,030
0,030
0,030
the interested
parties.)
Nelded
Electric-welded
welded only
Electric-welded
welded only
Non-expanded
Non-expanded
Non-expanded
Non-expanded
Cold expanded
Non-expanded
Non-expanded
Non-expanded
Non-expanded
or continous
L175, Cl I
0,21
0,30
0,60
-
0,030
0,030
or continous
L175, Cl 112)
0,21
0,30
0,60
0,045
0,080
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0,0309’
0,030
0,030
0,030
0,030
0,030
0,030
o,o30*’
0,030
0,0309’
or cold expanded
or cold expanded
or cold expanded
or
or
or
or
cold
cold
cold
cold
expanded
expanded
expanded
expanded
L210
L245”
L2905’
L3205’, L3605)
L3205’, L3605)
L3905) s), L4155) 6,
L4505’ 7’
L4856’
L5559’
0,21
0,26
0,28
0,30
0,28
0,26
0,26
0,23*)
0,18*’ g’
-
0,90
I,15
I,25
I,25
I,25
I,35
I,40
1,60*)
1 I 808) 9
-
1) For grades L290 to L450 for each reduction of 0,Ol % below the specified maximum
carbon content, an increase
of 0,05 % above the specified maximum
manganese content is permissible,
up to a maximum
of I,45 % for
L360 and lower and up to a maximum
of I,60 % for grades higher than L360.
2) Class II steel is rephosphorized.
(See 7.2.1 for note on bending and threading properties.)
3) Niobium,
vanadium,
titanium,
or combinations
thereof, may be used by agreement
between the interested
parties.
4) For cold expanded seamless pipe with 2 508 mm outside diameter, the maximum
carbon content shall be
0,28 %.
5) Niobium, vanadium, titanium, or combinations
thereof, may be used at the discretion of the manufacturer.
5) Other chemical compositions
may be furnished by agreement between the interested parties.
7) For grade L450 welded pipe with 2 406,4 mm outside diameter with a wall thickness of 12,7 mm or less, the
chemical composition
shall be as shown or as agreed upon between the interested parties; for all other outside
diameters and wall thicknesses
of such pipe, the chemical composition
shall be as agreed upon between the
interested parties.
B) For each reduction of 0,Ol % below the specified maximum
carbon content, an increase of 0,05 % above the
specified maximum
manganese content is permissible,
up to a maximum of 2,00 %.
9) For grade L555, limits are for product analysis only, thereby eliminating
the need for product analysis
tolerances in 7.2.2.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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0 IS0
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IS0 3183-1:1996(E)
7.2.2
The product analysis shall conform
following
permissible variations for product
in table 2 are for product analysis:
to the chemical requirements
shown in table 2, within the
analysis, except for grade L555 pipe where the requirements
Carbon, %:
Seamless pipe
All non-expanded
and cold expanded outside diameter c 508 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Cold expanded 508 mm outside diameter and larger in grades L290 and higher . . . . . . . . . . . . . . . . .
+ 0,03
+ 0,04
pipe . . . . . . . . . . . . . . . . . . . . ..*.................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ 0,04
Welded
Manganese,
%:
All grades up to L240 .........................................................................................................................
Where minimum is specified ............................................................................................................
Grade L290 and higher ......................................................................................................................
Phosphorus, %: ..................................................................................................................................
Where minimum is specified ............................................................................................................
Sulfur, %: ............................................................................................................................................
7.3
Mechanical
7.3.1
Acceptance
7.3.2
0,05
0,05
0,lO
0,Ol
0,Ol
0,Ol
properties
criteria
These shall be in conformity
-
+
+
+
+
with the requirements
of
tensile test in 8.10.2;
flattening test in 8.10.3;
bend test in 8.10.4;
guided-bend test in 8.10.5;
weld ductility test in 8.10.6;
fracture toughness test in 8.10.7;
hydrostatic test in 8.10.9.
Requirements
for tensile
strength
Grades L175, L210, L245, L290, L320, L360, L390, L415, L 450, L485 and L555 shall conform to the tensile
requirements
specified in table 3. Other grades intermediate
to the listed grades between L290 and L555
shall conform to tensile requirements
agreed upon between the interested parties, which requirements
shall be consistent with those specified in table 3. For cold expanded pipe, the ratio of body yield strength
and body ultimate tensile strength shall not exceed 0,93. The yield strength shall be the tensile stress
required to produce a total elongation of 0,5 % of the gauge length as determined by an extensometer.
1
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10
Copyright International Organization for Standardization
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/k
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I
IS0 3183-1:1996(E)
0 IS0
Table 3 - Tensile requirements
1) These values apply to transverse specimens taken from the pipe body. When
longitudinal specimens are tested (see figure 4) the values of elongation shall be
2 units higher.
Requirements
for fracture
For grade L555, the following
toughness
fracture
toughness
requirements
Table 4 - SR3 mandatory
Minimum
impact
energy
toughness
Minimum
impact
70
energy at 0 “C
Minimum
based on
DVVlT shear area at 0 “C
I
%
Average of 2 specimens
from one cast
all cast averages
27
60
For grades lower than L555 optional tests can be specified
SR3 or SR4 or any combination
of these.
Copyright International Organization for Standardization
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40
SR3B and SR4 mandatory toughness requirements
Charpy and drop weight tear tests
J
Average of 3 specimens
all cast averages
from one cast
I
68
shear area at 0 “C
%
Average of 3 specimens
from one cast
all cast averages
27
Table 5 - Optional
for all diameters.
requirements
Minimum
at 0 “C
J
Average of 3 specimens
all cast averages
from one cast
68
are mandatory
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7.3.3
by the purchaser
I
40
in accordance
with annex D,
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0 IS0
IS0 3183-1:1996(E)
7.4
Metallurgical
requirement
For grades higher than L290, full body normalized pipe excluded, compliance with the requirement
of 6.1.1
that the entire heat affected zone be heat treated shall be demonstrated
by metallographic
examinations
of
a weld cross-section.
7.5
Appearance,
imperfections
7.51
For workmanship,
7.5.2
For the acceptance
7.6
Dimensions,
and defects
visual inspection
and repair of defects annex G applies.
limits for non-destructive
inspection
I1/
1
/
t1
s
8.10.11 applies.
masses and tolerances
7.6.1
General-Dimensions
and masses: Line pipe shall be made in the outside diameters,
wall
thicknesses,
and masses provided in tables 6, 7, 8 and 9 and in 7.6.2 and 7.6.3, respectively
or in the
relevant dimensions and masses given in IS0 4200, as specified on the purchase order.
The plain-end
M=
mass M shall be calculated
(D-T)xTx0,024
using the following
I/
[
II
i
1
1
1
I
formula:
6615
where
T
is the mass per unit length, in kilograms per metre, rounded to the nearest 0,Ol kg/m;
is the outside diameter, in millimetres,
rounded to the nearest 0,l mm for sizes < 457,0 mm,
and 1 mm for sizes 2 457,0 mm;
is the specified wall thickness, in millimetres,
rounded to the nearest 0,l mm.
The coefficient
7.6.2
takes into account a density equal to 7,85 kg/dm3.
Diameter
The outside diameter shall be within the tolerances specified in 7.6.8.1 (inside diameters are governed by
the outside diameter and mass tolerances).
Pipe in grades L290 and higher with outside diameters
intermediate
to those listed in table 9 is available in outside diameters 2 508,O mm by agreement between
the interested parties. Such pipe shall be consistent with all requirements
of this part of IS0 3183 and shall
be marked with the specified outside diameter. For threaded pipe, the outside diameter at the threaded
ends shall be such that the thread length L4 and the number of full-crest threads in that length are within
the dimensions
and tolerances specified in IS0 10422 (inside diameters are governed by the outside
diameter and mass tolerances).
7.6.3
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M
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Wall thickness
The wall thickness at any place shall be within
shall not be limited by the plus tolerance.
the tolerances
specified
in 7.6.8.4 except that the weld area
8
Pipe with wall thicknesses intermediate to those listed in tables 8 and 9 is available by agreement between
the interested parties. Such pipe shall be consistent with all requirements
of this part of IS0 3183 and shall
be marked in accordance with clause 9 using the specified wall thickness to calculate M .
12
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IS0 3183-1:1996(E)
0 IS0
7.6.4
Mass
The masses determined
as described in 8.10.10.3 shall conform to the specified masses or calculated
masses for plain-end pipe, or to the specified calculated masses (or adjusted calculated masses) for
threaded-and-coupled
pipe, within the tolerances specified in 7.6.8.5.
Calculated
M,
masses shall be determined
= (MXL)
in accordance
with the following
formula:
+ c&j
where
is
is
is
is
the
the
the
the
For plain-end
7.6.5
calculated mass of a pipe of length L, in kilograms;
plain-end mass per unit length, in kilograms per metre;
length of pipe, including end finish, as defined in 7.6.5 and 8.10.10.4, in metres;
mass gain or loss due to end finishing, in kilograms.
pipe, eM equals zero.
Length
Unless otherwise agreed upon between the interested parties,
and within the length tolerances shown in table 11, as specified
7.6.6
pipe shall be made in the nominal
on the purchase order.
lengths
Straightness
Pipe in grades L175, L210 and L245 of an outside diameter less than 114,3 mm shall be reasonably
For all other pipe the deviation from a straight line shall not exceed 0,2 percent of the length.
7.6.7
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
M,
M
L
eM
straight.
Jointers
When specified on the purchase order, jointers (two lengths of pipe coupled together by the manufacturer,
or two lengths of pipe welded together by the manufacturer
in accordance with the requirements
of
annex A or other equivalent method as agreed between the interested parties), may be provided; however,
no length used in making a jointer shall be shorter than 1 520 mm.
Double joints are not within the purview of this part of IS0 3183. Double joints are defined as two or more
lengths of pipe welded together by parties other than the manufacturer,
or two or more lengths welded
together by the manufacturer
in accordance with requirements
other than those of annex A.
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IS0 3183-1:1996(E)
0 IS0
Table 6 - Threaded
line pipe dimensions,
masses and test pressures
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1
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1
;
i:
t
f
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1
i,
i
I) Nominal masses, threads and coupling are shown for the purpose of identification
in ordering.
2) Mass gain due to end finishing. See 7.6.4.
3) The test pressures have been calculated on the basis of the formula in 8.10.9.3 for standard test pressure
those for grades L175 (all values) and L210/L245 (up to nominal size 2) which were established arbitrarily.
4) 100 kPa = 1 bar.
;
except
1
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Trianglestamp
keenote)
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Basic power-tight make-up
Hand-tight make-up
/
(See table
6 for pipe dimensions,
table
C.l for coupling
dimensions
and IS0
Figure 1 - Line pipe and coupling
10422 for thread
details.)
i
i
8.
j
14
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i
i
IS0 3183-1:1996(E)
0 IS0
Table
7 - Extra-strong
threaded
line pipe
dimensions,
masses
and test
pressures
T-
Nominal size
designation
118
l/4
318
I/2
314
1
1
1
2
2
3
3
4
II4
l/2
l/2
l/2
5
6
8
10
12
Uominal mass
designation,
threads and
coupling’)
Outside
diameter
'1
Wall
thickness
Minimum
test pressure2)
Grade
D
T
mm
IO,3
mm
0,31
0.54
0.74
I,09
I,48
2,18
3,02
3,66
5,07
7.73
10133
12,63
15,17
21,09
28,89
43,90
55,82
66,7 1
13,7
17,l
21,3
26,7
33,4
42,2
48,3
60,3
73.0
88,9
101,6
114,3
141,3
168,3
219,l
273,0
323,8
L175
1
L210
1 L245
100 kPa3)
2,4
3.0
312
3,7
33
4,5
43
5,l
5,5
7.0
7;6
8.1
816
93
II,0
12,7
12,7
12,7
1) Nominal
masses, threads and coupling
are shown for the purpose of
identification
in ordering.
2) Test pressures established
arbitrarily.
For grades L210 and L245 (nominal
size 2 2Y2) the values have been calculated on the basis of the formula in
8.10.9.3 for standard test pressure.
3) 100 kPa = 1 bar.
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15
0 IS0
IS0 3183-1:1996(E)
Table 8 - Plain-end
line pipe dimensions’),
masses and test pressures2)
L175
1 L210
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances
as described
Inside diameters are nominal and are given here for information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) Test pressures established arbitrarily.
4) 100 kPa = 1 bar.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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Not for Resale, 04/12/2006 02:18:28 MDT
1 L245
in 7.6.8.
masses and test pressures2)
(to be ordered
according
to outside
diameter)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 - Plain-end
line pipe dimensionsl),
2 718
3 l/23’
13,69
73,0
14,0
45,0
96
172
172
207
207
207
207
207
207
207
207
3,03
88,9
84,7
41
60
69
82x
91x
102x
111x
118x
128x
137x
157x
3 I/23’
3,95
88,9
ZJ
2.8
83,3
55
79
93
110x
121x
136x
147x
157x
170x
183x
207
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate
to regular-masses
shall be considered regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the heaviest tabulated specialplain-end masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for
which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered)
may be requested are
marked by ‘x” after the standard test pressure. L175 values were established arbitrarily.
5) 100 kPA = 1 bar
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continuedl-
Designation
Size
Mass
M
Outside
diameter
D
Plain-end
Wall
thickness
T
line pipe
Inside
diameter
d
dimensions’),
masses
and test
pressures*’
Minimum
L175
1 L210
1 L245
1 L290
1 L320
(to be ordered
test pressure4),
(
L360
according
to outside
diameter)
100 kPa5)
1 L390
1 L415
1 L450
1 L485
207
207
138x
j
207
1
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information
(see 7.6.2).
~2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate
to regular-masses
shall be considered regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the heaviest tabulated specialplain-end masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for
which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered)
may be requested are
marked by .x. after the standard test pressure. L175 values were established arbitrarily.
5) lOOkPA=l
bar
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
207
207
Table
9 (continued)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Designation
Size
Mass
M
I
4 l/2
4 l/2
1
1
7,95
8.66
- Plain-end
Outside
diameter
D
mm
1
mm
1
mm
1
1
t
4.4
4.8
1
1
105,5
104.7
1
1
9,32
114,3
114,3
4 l/2
I
1
12,66
114,3
114.3
52
5.6
I
i
114.3
6,0
6.4
I
I
7,l
masses
and test
(to be ordered
pressure$
Minimum
114,3
114.3
IO,01
10.79
11.35
Inside
diameter
d
Wall
thickness
T
1
1
4 l/2
1
1
dimensions’),
(
4 l/2
4 l/2
4 l/2
line pipe
L175
/
L210
83
1
1
97
106
1 L245
/
L290
j
L320
1
1
1
1
134x
146x
1
1
148x
161x
test pressure4),
/
L360
according
1 L390
I
113
123
1
1
166x
181x
1
1
1
180x
197x
-
115
134
158x
175x
197x
207
103,l
83
123
144
170x
190x
207
207
I
I
100,l
83
-
I
132
I
154
I
183x
j
202x
j
207
j
1
141
1
165
1
195x
j
207
j
207
j
-
157
183
207
207
207
207
207
207
4 l/2
13.96
114,3
73
98.5
-
174
193
207
207
207
207
4 l/2
4 l/2
14,98
19,oo
114,3
114,3
8,6
II,1
97,1
92,1
117
-
190
193
193
193
207
207
207
207
207
207
207
207
-
193
193
207
207
207
207
-
193
37
193
44
207
52x
207
57x
207
64x
207
70x
4 l/2
22,51
114,3
13,5
87,3
4 l/2
5 9/l 63’
27,54
4,86
114,3
141,3
17,l
80,l
137,l
1 5 9/l63’
5 9/l 63’
1
7,26
9,Ol
1
141.3
z1
1
3.2
1
134.9
1
diameter)
100 I
103.9
102,3
101.5
to outside
48
141.3
4,O
133.3
59
1
57
1
71
67
83
1
79x
99x
1
87x
109x
1
98x
122x
1
106x
132x
113x
141x
1
122x
1
153x
132x
1
185x
151x
5 9/l 63’
IO,79
141,3
71
96
100
118x
130x
147x
159x
169x
12,50
141,3
48
56
131,7
5 9/l 63’
130,l
83
100
117
138x
152x
171x
186x
197x
1
207
1
207
1
207
5 9/l63’
14.62
141.3
6.6
128,l
98
118
137
163x
179x
202x
207
207
1
207
1
207
1
207
5 9/l 63’
15,85
141,3
7,l
127,l
108
127
148
175x
193x
207
207
207
207
1
207
1
207
1
207
5 9/l 63’
17,50
141,3
7,9
125,5
117
141
164
195x
207
207
5 9/I 63’
19.17
141,3
8,7
123,9
129
155
181
207
207
207
207
5 9116
5 9/l 63’
20,78
27.04
141,3
141.3
93
12.7
122,3
115.9
141
189
169
193
193
193
207
207
207
207
207
207
207
207
5 9/l 63’
32,96
141,3
15.9
109,5
193
193
193
207
207
207
207
5 9116
38,55
141,3
19.1
103,l
193
193
193
207
207
207
207
183x
198x
207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for informatior
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate
to regular-masses
shall be considered regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the heaviest tabulated special.
plain-end masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for
which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered)
may be requested are
marked by .x” after the standard test pressure. L175 values were established arbitrarily.
5) 100 kPA= 1 bar
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
1
189x
1
9 (continued)
- Plain-end
Designation
Size
Mass
M
Outside
diameter
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
5/83’
5/83’
5/83’
5/83’
5/83’
518
518
518
518
518
518
518
518
518
518
518
518
518
518
518
518
5,80
7,59
8,88
9,76
IO,78
II,85
12,92
13,92
14,98
17,02
18,97
21,04
23,08
25,03
28,57
32,7 1
38,39
40,05
45,35
47,06
53,73
D
mm
168,3
168,3
168,3
168,3
168.3
168.3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
168,3
;
8
8
8
8
8
8
8
8
g:i
518
518
518
518
518
518
518
518
II,35
14,ll
16,94
18,26
19,66
22,36
24,70
27,70
28,55
30,42
219,l
219,l
219,l
219.1
219,l
219,l
219,l
219,l
219,l
line pipe
Wall
thickness
T
mm
z1
23
32
33
4,O
4,4
48
52
56
64
7.1
789
887
93
II,0
12,7
14,3
15,9
18,3
19,l
22,2
32
4,O
4,8
52
56
64
7,O
73
82
8,7
dimensions’),
inside
diameter
d
masses
and test
pressures*)
Minimum
(to be ordered
according
to outside
diameter)
100 kPa5)
test pressure4),
L2106’
L245’j)
L290
L320
L360
L390
L415
L450
L485
L555
mm
164,l
162,7
161,9
161,l
160,3
159,5
158,7
157,9
157,l
155,5
154,l
152,5
150,9
149.3
146,3
142,9
139,7
136,5
131,7
130,l
123,9
31
42
48
54
60
66
72
78
84
96
106
118
130
142
165
190
193
193
193
193
193
37
49
56
63
70
77
84
91
98
112
124
138
152
166
192
193
193
193
193
193
193
54
72
83
93
103
114
124
134
145
165
184
204
207
207
207
207
207
207
207
207
207
60
80
91
103
114
125
137
148
160
183
202
207
207
207
207
207
207
207
207
207
207
67
90
103
116
128
141
154
167
180
205
207
207
207
207
207
207
207
207
207
207
207
73
97
111
125
139
153
167
181
195
207
207
207
207
207
207
207
207
207
207
207
207
78
104
118
133
148
163
178
192
207
207
207
207
207
207
207
207
207
207
207
207
207
84
112
128
144
160
176
193
207
207
207
207
207
207
207
207
207
207
207
207
207
207
91
121
138
156
173
190
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
103
137
157
176
196
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
212.7
211.1
209,5
208,7
207,9
206,3
205,l
203,3
202.7
201,7
37
46
55
60
64
74
81
91
94
100
54
43
64
70
75
86
94
106
110
117
79
64
95
103
111
127
139
157
163
173
70
88
105
114
123
140
153
173
180
191
79
99
118
128
138
158
173
195
202
207
107
85
128
139
150
171
187
207
207
207
114
91
136
148
159
182
199
207
207
207
123
99
148
160
173
197
207
207
207
207
133
106
159
173
186
207
207
207
207
207
151
120
181
196
207
207
207
207
207
207
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA = 1 bar
6) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
/(__r-_..7-_-_
-.
._
,.
.~
.~
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
-
.-.
~-~
~.
..~
~._.
I
-,-l-r-_?-/-i-v>T-7
___=.~
.~
--_--._
-.-
.--
I_--
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table
Table
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
9 (continued)
Designation
Size
Mass
M
8 518
8 518
8 518
8 518
8 618
8 518
8 518
8 518
8 518
8 518
10 3143'
10 3143'
10 3143'
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
10 314
33,04
38,30
43,39
48,40
53,40
60,71
63,08
67,76
72,42
81,44
17,65
21,21
22,87
24,83
28,04
31,20
34,24
38,23
40,48
48,24
54,74
61,15
67,58
77,03
86,18
92.28
98,30
104,13
126.83
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
D
T
d
mm
mm
219,l
219,l
219,l
219,l
219,l
219,l
219,l
219,l
219,l
219,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273,l
273.1
273,l
273,l
273,l
273,l
93
II,1
12,7
14,3
15,9
18,3
19,l
20,6
22,2
25,4
4,O
200,l
196,9
193,7
190,5
187,3
182,5
180,9
177,9
174,7
168,3
265,l
263,5
262,7
261,9
260,3
258,9
257,5
255,7
254,5
250,9
247,7
244,5
241,3
236,5
231,9
228,7
225,5
222,3
209,5
7,l
73
87
93
II,1
12,7
14,3
15,9
18,3
20,6
22,2
23,8
25,4
31.8
and test
pressures*’
Minimum
Inside
diameter
mm
48
5.2
56
64
masses
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L2 1 06)
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
109
128
146
164
183
193
193
193
193
193
37
44
48
52
59
66
72
80
86
102
117
132
147
169
190
193
193
193
193
127
149
170
192
193
193
193
193
193
193
43
52
56
60
69
76
84
94
100
119
137
154
171
193
193
193
193
193
193
189
207
207
207
207
207
207
207
207
207
72
96
104
112
127
141
155
173
185
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
80
96
104
112
127
141
155
173
185
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
90
108
117
125
143
159
175
195
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
97
117
126
136
155
172
189
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
103
124
134
145
165
183
201
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
112
134
146
157
179
199
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
121
145
157
169
193
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
137
164
178
192
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between thj
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA = 1 bar
5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bi
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table 9 (continued)
Designation
Size
Mass
- Plain-end
23,ll
25.22
27,20
29,31
33,38
37,42
41,45
43,77
45‘58
49.56
53,52
57,59
65,42
73,15
80,93
88.63
96.12
103,53
1 IO,97
118,33
125,49
132,57
139,67
153,53
27.73
29,91
30.93
32.23
36,71
12 3143’
12 3143’
12 3143’
12 3143’
12 3143’
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
143’
143’
143)
143’
143’
Wall
thickness
Outside
diameter
M
line pipe dimensionsl),
Inside
diameter
D
T
d
mm
mm
mm
4,4
315,l
314,3
313,5
312,7
311,l
309,7
308,l
307,l
306,5
304,9
303,3
301,7
298,5
295,3
292,l
288,9
285,7
282,7
279,5
276,3
273,l
269.9
266,7
260,3
346,0
345,2
345,0
344,4
342,8
323,9
323,9
323,9
323.9
323,9
323,9
323,9
323,9
323‘9
323,9
323.9
323.9
323.9
323,9
323,9
323,9
323,9
323,9
323,9
323.9
323.9
323.9
323,9
323,9
355,6
355,6
355,6
355,6
355,6
masses and test pressures2)
4.8
52
56
64
7,l
73
8A
8.7
92
IO,3
11,l
12,7
14,3
15,9
17,5
19,l
20.6
22,2
23.8
25.4
27,0
28.6
31,8
48
52
5,3
56
64
Minimum
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L21 06’
L245’j’
L290
L320
L360
L390
L415
L450
L485
L555
34
37
40
44
50
55
61
65
68
74
80
86
99
111
124
136
149
160
173
185
193
193
193
193
34
37
38
40
45
40
44
47
51
58
64
72
76
79
86
93
101
115
130
144
159
173
187
193
193
193
193
193
193
40
43
44
46
53
59
64
70
75
86
95
106
113
117
128
138
149
171
192
207
207
207
207
207
207
207
207
207
207
67
72
73
78
89
65
71
77
83
95
105
117
124
129
141
153
164
188
207
207
207
207
207
207
207
207
207
207
207
73
80
81
86
98
73
80
87
93
107
118
132
140
145
158
172
185
207
207
207
207
207
207
207
207
207
207
207
207
83
89
91
96
110
79
87
94
101
116
128
143
152
157
172
186
200
207
207
207
207
207
207
207
207
207
207
207
207
89
97
99
104
119
85
92
100
108
123
136
152
161
167
183
198
207
207
207
207
207
207
207
207
207
207
207
207
207
95
103
105
111
127
92
100
108
117
133
148
165
175
181
198
207
207
207
207
207
207
207
207
207
207
207
207
207
207
103
112
114
120
138
99
108
117
126
144
159
177
189
195
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
111
121
123
130
148
112
122
132
143
163
181
201
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
126
137
139
147
168
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
?) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse:
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between thr
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA = 1 bar
3) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br
requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
-~--yi-.+----~-
-
.-
-
_:
.,.
.,
--
I.
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
_..l._j,.
~_
.~~_
_
. ..__
.
._
-‘-
---.-------_i-.c”--~---
ij__
..-.__=
____?
.*_____l_
_ _____
_
____
Table
9 fcontinued)
Designation
Size
Mass
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
163’
163’
163’
163’
163’
16
16
16
16
16
16
16
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
masses
and test
Inside
diameter
pressures2)
Minimum
(to be ordered
test pressure4),
according
100
to outside
diameter)
kPa5)
M
D
mm
T
mm
d
mm
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
41,17
45,61
50,17
54,57
58,94
63,44
67,78
72,09
80.66
89,28
97,81
106,13
114,37
122,65
130.85
138,84
146,74
154,69
170,21
31,75
34,25
36,91
42.05
47.17
52.27
57,52
62,58
67,62
72,80
77,79
82,77
355,6
355,6
355,6
355,6
3556
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355,6
355.6
406.4
406.4
406,4
406.4
406.4
406.4
406,4
406,4
406,4
406,4
406.4
406,4
7,1
789
341,4
339,8
338,2
226,6
335,0
333,4
331.8
330,2
327.0
323.8
320,6
317,4
314,4
311,2
308,O
304.8
301,6
298,4
292,l
396,8
396,0
395,2
393,6
392,2
390,6
389,0
387.4
385,8
384.2
382,6
381,0
50
56
62
67
73
79
84
90
101
113
124
135
146
157
169
180
191
193
193
30
32
35
40
44
49
54
59
64
69
74
79
59
65
72
79
85
92
98
105
118
131
145
158
170
184
193
193
193
193
193
35
38
41
46
51
57
63
69
75
80
86
92
98
110
121
132
143
154
165
176
198
207
207
207
207
207
207
207
207
207
207
58
63
68
78
86
96
106
115
125
135
144
154
109
121
133
145
158
170
182
194
207
207
207
207
207
207
207
207
207
207
207
64
70
75
86
95
106
116
127
138
149
159
170
122
136
150
163
177
191
205
207
207
207
207
207
207
207
207
207
207
207
207
72
78
84
96
107
119
131
143
155
167
179
191
132
147
‘I62
177
192
207
207
207
207
207
207
207
207
207
207
207
207
207
207
78
85
91
104
116
129
142
155
168
181
194
207
141
157
173
188
204
207
207
207
207
207
207
207
207
207
207
207
207
207
207
83
90
97
111
123
137
151
165
179
193
207
207
153
170
187
204
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
90
98
105
120
134
149
164
179
194
207
207
207
165
183
202
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
97
105
114
130
144
160
177
193
207
207
207
207
187
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
110
120
129
147
163
182
200
207
207
207
207
207
8,7
985
IO,3
II,1
11,9
12,7
14,3
15,9
17,5
19,l
20,6
22.2
23,8
25,4
27,0
28,6
31,8
48
52
56
64
7,1
73
8,7
93
IO,3
11,l
II,9
12.7
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo
information
(see 7.6.2).
!) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
i) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse:
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
i) 100 kPA = 1 bar
;) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
f5
w
G
w
L
L;
3
sp
!I!!
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
Designation
Size
Mass
16
16
16
16
16
16
16
16
16
16
16
16
183'
183'
183'
183'
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
- Plain-end
Outside
diameter
line pipe dimensions’),
Wall
thickness
D
T
d
92,66
102,63
112,51
122,15
131,71
141,34
150,89
160,20
189.43
178,72
187,93
196,91
35,76
41,59
47,39
53,18
58,94
64,87
70,59
78,29
82,15
87,81
93,45
104.67
115.98
127.21
138,17
149,06
160,03
170.92
181,56
mm
406,4
406,4
406,4
406,4
406,4
406,4
406,4
406,4
406,4
406,4
406,4
406.4
457,0
457,0
457.0
457.0
457.0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457,0
457.0
457.0
mm
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
mm
377.8
374,6
371,4
368,2
365,2
362,0
358,8
355,6
352,4
349.2
346,0
342,8
447,4
445,8
444,2
442,8
441,2
439,6
438,0
436,4
434.8
433.2
431,6
428.4
425,2
422,0
418,8
415,8
412,6
409,4
406,2
48
64
7,1
73
8,7
93
10.3
11.1
11,9
12.7
14,3
15,9
17,5
19,l
20,6
22,2
23.8
25.4
(to be ordered
according
to outside
diameter)
Minimum test pressure4! 100 kPa5)
Inside
diameter
M
586
masses and test pressures*)
L2106'
89
99
109
118
128
138
148
158
167
177
187
193
26
31
35
39
44
48
52
57
61
66
70
79
88
96
105
114
122
131
140
L2456)
L290
L320
L360
L390
L415
L450
L485
L555
103
115
127
138
149
161
172
184
193
193
193
193
31
36
41
46
51
56
61
66
71
77
82
92
102
113
123
133
143
153
163
173
193
207
207
207
207
207
207
207
207
207
207
52
60
69
77
85
94
102
111
120
128
137
154
172
189
206
207
207
207
207
191
207
207
207
207
207
207
207
207
207
207
207
57
67
76
85
94
104
113
123
132
142
151
170
189
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
64
75
86
95
106
117
127
138
149
159
170
192
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
70
81
93
103
115
126
138
149
161
173
184
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
74
86
99
110
122
134
147
159
171
184
196
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
80
94
107
119
132
146
159
172
186
199
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
87
101
115
128
143
157
171
186
200
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fc
information
(see7.6.2).
2) Test pressures applytothe
standard grades.Forpressures
applicableforothergradessee
8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between th
heaviesttabulated
special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) Thetest pressures have been calculated on the basis ofthe formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) lOOkPA=l
bar
6) An alternativetestpressure
(1,25x standardtestpressure,
roundedtothe
next higher 100 kPAwith a maximum value of 19 300 kPato be considered) may b
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation
Size
Mass
M
18
18
18
;;31
203’
203’
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
192,ll
202,75
213,31
223,61
46,27
52.73
59,18
65,60
72,21
78,60
84,96
91,51
97,83
104,13
116,67
129,33
141,90
154,19
166.40
178,72
190,96
202.92
214,80
226,78
238,68
250,31
261,86
273,51
- Plain-end
Outside
diameter
D
mm
457,0
457,0
457,0
457,0
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508.0
508,O
508,O
508,O
508.0
508,O
508,O
508,O
508,O
508,O
508,O
508,O
508,O
line pipe
Wall
thickness
T
mm
27.0
28,6
30,2
31,8
W
64
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15.9
17,5
19,l
20,6
22.2
23,8
25,4
27,0
28,6
30,2
31,8
33,3
34.9
dimensions’),
Inside
diameter
d
mm
403,o
399,6
396,6
393,4
496,8
495,2
493,8
492.2
490,6
489,0
487,4
485,8
484,2
482,6
479,4
476,2
473,0
469,8
466,8
463,6
460,4
457.2
454.0
450,8
447,6
444,4
441,4
438,2
masses
and test
pressures2)
Minimum
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L2106)
L2456)
L290
L320
L360
L390
L415
L450
L485
L555
149
158
167
175
28
32
35
39
43
47
51
55
59
63
71
79
87
95
102
110
118
126
134
142
150
158
165
173
174
184
193
193
32
37
41
46
50
55
60
64
69
74
83
92
101
111
119
128
138
147
156
166
175
184
193
193
207
207
207
207
58
66
73
81
89
98
106
114
122
131
147
163
180
196
207
207
207
207
207
207
207
207
207
207
207
207
207
207
63
73
81
90
99
108
117
126
135
144
162
180
198
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
71
82
91
101
111
121
131
142
152
162
182
203
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
77
88
98
109
120
131
142
153
164
176
198
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
82
94
104
116
128
140
151
163
175
187
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
89
102
113
126
139
151
164
177
190
203
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
96
110
122
136
150
163
177
191
205
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
109
125
138
154
170
185
201
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
1) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) lOOkPA=lbar
5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be
requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table 9 (continued)
Designation
Size
Mass
223’
223’
223’
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
243’
243’
24
24
24
- Plain-end
Outside
diameter
M
D
50,94
58,07
65,18
72,27
79,56
86,61
93,63
100,86
107,85
114,81
126,67
142,68
156.60
170,21
183,75
197.41
211,00
224,28
237,48
250,81
264,06
277,Ol
289,88
302,88
315,79
328.41
63,41
71.18
78,93
86,91
94,62
mm
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559.0
559.0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559,0
559.0
559,0
610.0
610.0
610,O
610,O
610,O
line pipe
Wall
thickness
T
mm
5.6
6th
7,l
73
67
95
IO,3
II,1
II,9
12,7
14‘3
15.9
17.5
19,l
20,6
22.2
23,8
25,4
27,0
28.6
30,2
31,8
33,3
34,9
36,5
38,l
64
7,l
73
8,7
9.5
dimensions’),
masses
and test
Inside
diameter
pressures2)
Minimum
(to
be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
d
L210”’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
mm
547.8
546.2
544,8
543,2
541,6
540,o
538,4
536,8
535,2
533,6
530,4
527,2
524,0
520,8
517,8
514,6
511,4
508,2
505,o
501.8
498.6
495,4
492,4
489,2
486.0
482,8
597,2
595,8
594,2
592,6
591,0
25
29
32
36
39
43
46
50
54
57
64
72
79
86
93
100
107
115
122
129
136
143
150
157
165
172
26
29
33
36
39
29
34
37
42
46
50
54
58
63
67
75
84
92
100
108
117
125
134
142
150
159
167
175
184
192
193
31
34
38
42
46
52
60
66
74
81
89
96
104
111
119
134
148
163
178
192
207
207
207
207
207
207
207
207
207
207
207
55
61
68
74
81
58
66
73
81
90
98
106
114
123
131
147
164
180
197
207
207
207
207
207
207
207
207
207
207
207
207
60
67
75
82
90
65
74
82
92
101
110
119
129
138
147
166
184
203
207
207
207
207
207
207
207
207
207
207
207
207
207
68
75
84
92
101
70
80
89
99
109
119
129
139
149
159
180
200
207
207
207
207
207
207
207
207
207
207
207
207
207
207
74
82
91
100
109
75
86
95
106
116
127
138
148
159
170
191
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
78
87
97
107
116
81
93
103
114
126
138
149
161
172
184
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
85
94
105
116
126
87
100
111
123
136
148
161
173
186
198
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
92
102
113
125
136
99
113
126
140
154
168
182
197
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
104
115
128
141
154
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fol
information
(see 7.6.2).
!) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
I) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse!
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between tht
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
1) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
i) 100 kPA = 1 bar
i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered)
may bc
requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation
Mass
Size
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
263'
263'
26
26
26
26
26
26
26
26
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
D
T
d
L21 06)
102,31
110,22
117.86
125,49
140.68
156.03
171.29
186,23
201,09
216,lO
231,03
245,64
260,17
274,84
289,44
303.71
317,91
332,25
346,50
360,45
374,31
68,75
77,18
85,60
94,26
102,63
1 IO,98
119,57
127,88
136,17
152,68
mm
IO,3
11,l
11.9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28.6
30.2
31,8
33,3
34,9
36,5
38,l
39,7
mm
589,4
587,8
586,2
584,6
581,4
578.2
575,0
571,8
568,8
565,6
562.4
559.2
556.0
552.8
549,6
546,4
543.4
540,2
537,0
533.8
530.6
647.2
645,8
644,2
642,6
641,0
639,4
637,8
636,2
634,6
631,4
42
46
49
52
59
66
72
79
85
92
98
105
112
118
125
131
138
144
151
157
164
24
27
30
33
36
39
42
45
48
55
67
93
IO,3
11,l
II,9
12,7
14,3
pressuresz)
Minimum
mm
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610.0
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610,O
610.0
610.0
660,O
660,O
660,O
660.0
660,O
660,O
660,O
660,O
660,O
660,O
64
and test
Inside
diameter
M
7,1
789
masses
L2456)
49
53
57
61
69
77
84
92
99
107
115
122
130
138
146
153
160
168
176
184
191
29
32
35
39
42
46
49
53
57
64
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L290
L320
L360
L390
L415
L450
L485
L555
88
95
102
109
122
136
150
163
176
190
204
207
207
207
207
207
207
207
207
207
207
51
56
62
69
75
81
88
94
100
113
98
105
112
120
135
150
165
180
195
207
207
207
207
207
207
207
207
207
207
207
207
56
62
69
76
83
90
97
104
111
125
110
118
126
135
152
169
186
203
207
207
207
207
207
207
207
207
207
207
207
207
207
63
70
78
85
93
101
109
117
125
140
119
128
137
146
165
183
201
207
207
207
207
207
207
207
207
207
207
207
207
207
207
68
76
84
93
101
110
118
127
135
152
126
136
146
156
175
195
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
72
80
89
98
108
117
126
135
144
162
137
147
158
169
190
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
79
87
97
107
117
126
136
146
156
176
148
159
170
182
205
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
85
94
104
115
126
136
147
157
168
189
167
180
193
206
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
96
107
119
131
143
155
167
179
191
207
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) lOOkPA=l
bar
3) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be
requested.
Y
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation
Size
Mass
26
26
26
26
26
26
26
283’
283’
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
303’
303’
30
30
30
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
masses
and test
pressures2)
Minimum
Inside
diameter
(to be ordered
test pressure4),
according
100 kPa5)
M
D
mm
T
mm
d
mm
L2106’
L2456’
L290
L320
L360
L390
L415
169,38
185,99
202,25
218,43
234,79
251,07
267,OO
74,09
83,19
92,26
101,61
1 lo,64
119,65
128,93
137,90
146.85
164,69
182,73
200,68
218,27
235,78
253,48
271.10
288,36
79,43
89.19
98,93
108,95
118.65
660,O
660,O
660,O
660,O
660,O
660,O
660,O
711,o
711,o
711,o
711,o
711,o
711,o
711.0
711,o
711,o
711,o
711,o
711,o
711,o
711,o
711,o
711,o
711,o
762.0
762,O
762,O
762,O
762,O
15.9
17,5
19,l
20,6
22,2
23,8
25,4
628,2
625,0
621,8
618,8
615,6
612,4
609,2
698,2
696,8
695,2
693.6
692,0
690,4
688.8
687,2
685,6
682.4
679.2
676,O
672.8
669,8
666,6
663,4
660,2
749,2
747.8
746,2
744,6
743,o
61
67
73
79
85
91
97
23
25
28
31
34
37
39
42
45
51
56
62
68
73
79
84
90
21
23
26
29
31
71
78
85
92
99
106
113
26
29
33
36
39
43
46
49
53
59
66
72
79
85
92
98
105
25
27
30
34
37
126
138
151
163
176
188
201
47
52
58
64
70
76
81
87
93
105
117
128
140
151
163
175
186
44
49
54
60
65
139
153
167
180
194
207
207
52
58
64
70
77
83
90
96
103
116
129
142
155
167
180
193
206
48
54
60
66
72
156
172
188
202
207
207
207
58
65
72
79
87
94
101
108
116
130
145
159
174
188
202
207
207
54
60
67
74
81
169
186
203
207
207
207
207
63
70
78
86
94
102
110
117
125
141
157
173
189
203
207
207
207
59
65
73
80
88
180
198
207
207
207
207
207
67
75
83
91
100
108
117
125
133
150
167
184
201
207
207
207
207
63
70
77
85
93
‘54
7,l
73
8,7
93
IO,3
11.1
II,9
12,7
14.3
15,9
17.5
19,l
20,6
22,2
23,8
25,4
64
7,1
73
887
93
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are
information
(see 7.6.2).
!) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
i) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum
i) 100 kPA = 1 bar
i) An alternative
test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
Designation
Mass
Size
M
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
323'
323'
32
32
32
32
32
32
32
32
32
32
32
32
32
128,32
138,29
147,92
157,53
176,69
196,08
215,38
234,29
253.12
272,17
291,14
309,72
328,22
346,93
365,56
383,81
84,77
95,19
105,59
116,30
126,66
136,99
147,64
147,94
168.21
188,70
209,43
230,08
250,31
270,47
290,86
- Plain-end
Outside
diameter
D
mm
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762,0
762.0
762.0
762,0
813,0
813,0
813,0
813,0
813,0
813,0
813,0
813.0
813,0
813,0
813,0
813,0
813,0
813,0
813,0
line pipe dimensionsl),
Wall
thickness
T
mm
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20‘6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
‘54
7.1
7,s
8,7
9,5
IO,3
II,1
II,9
12,7
14.3
15,9
17,5
IS,1
20,6
22.2
Inside
diameter
d
mm
741,4
739,8
738,2
736,6
733,4
730,2
727,0
723,8
720,8
717,6
714,4
711,2
708,O
704,8
701,6
698,4
800,2
798,8
797,2
795,6
794,0
792,4
790,8
789,2
787.6
784,4
781,2
787,0
774.8
771,8
768,6
masses and test pressures*)
Minimum
(to be ordered
test pressure4),
according
100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
34
37
39
42
47
53
58
63
68
73
79
84
89
95
100
105
20
22
24
27
29
32
34
37
39
44
49
54
59
64
69
40
43
46
49
55
61
68
74
79
86
92
98
104
110
117
123
23
26
29
31
34
37
40
43
46
52
57
63
69
74
80
71
76
82
87
98
109
120
131
141
152
163
174
185
196
207
207
41
46
51
56
61
66
71
76
82
92
102
112
123
132
143
78
84
90
96
108
120
132
144
156
168
180
192
204
207
207
207
45
50
56
62
67
73
79
84
90
101
113
124
135
146
157
88
94
101
108
122
135
149
162
175
189
202
207
207
207
207
207
51
57
63
69
76
82
88
95
101
114
127
139
152
164
177
95
102
110
117
132
146
161
176
190
205
207
207
207
207
207
207
55
61
68
75
82
89
96
103
110
123
137
151
165
178
192
101
109
117
125
140
156
172
187
202
207
207
207
207
207
207
207
59
65
73
80
87
95
102
109
117
131
146
161
175
189
204
) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal
information
(see 7.6.2).
) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum
) 100 kPA = 1 bar
) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
Table
9 (continued)
Designation
Mass
Size
M
32
32
32
32
32
32
343’
343’
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
363’
363’
36
36
311,17
331,08
350,90
370,96
390,94
410.51
90,ll
101,19
112,25
123,65
134,67
145,67
157,00
167,95
178,89
200,70
222,78
244,77
266.33
287.81
309,55
331,21
352,44
373,59
394,99
416,31
437,21
95,45
107,20
118,92
131,00
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
D
T
d
mm
mm
813,0
813,0
813.0
813,0
813,0
813,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864,0
864.0
864,0
864,0
914,0
914,0
914,0
914,0
23,8
25,4
27,0
28,6
30,2
31.8
765,4
762.2
759,0
755.8
752.6
749.4
851,2
849.8
848,2
846,6
845,0
843,4
841,8
840,2
838,6
835,4
832,2
829,0
825,8
822.8
819,6
816,4
813,2
810,O
806,8
803,6
800,4
901,2
899,8
898,2
896,6
64
8,7
c-5
IO,3
11.1
II,9
12.7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
64
7,l
73
8,7
and test
Inside
diameter
mm
7,l
73
masses
pressures*)
Minimum
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L210”)
L245’j’
L290
L320
L360
L390
L415
L450
L485
L555
74
79
84
89
94
99
19
21
23
25
28
30
32
35
37
42
46
51
56
60
65
69
74
79
83
88
93
18
20
22
24
86
92
98
103
109
115
22
24
27
30
32
35
38
40
43
49
54
60
65
70
76
81
86
92
97
103
108
21
23
25
28
153
163
173
184
194
204
39
43
48
53
57
62
67
72
77
86
96
106
115
124
134
144
153
163
173
182
192
37
41
45
50
169
180
191
203
207
207
43
47
53
58
63
69
74
79
85
95
106
117
127
137
148
159
169
180
191
201
207
40
45
50
55
190
202
207
207
207
207
48
53
59
65
71
77
83
89
95
107
119
131
143
155
167
179
191
203
207
207
207
45
50
56
62
206
207
207
207
207
207
52
58
64
71
77
84
90
97
103
116
129
142
155
167
180
193
206
207
207
207
207
49
55
61
67
207
207
207
207
207
207
55
61
68
75
82
89
96
103
110
124
137
151
165
178
192
206
207
207
207
207
207
52
58
65
71
207
207
207
207
207
207
60
67
74
82
89
97
104
112
119
134
149
164
179
193
207
207
207
207
207
207
207
57
63
70
77
207
207
207
207
207
207
65
72
80
88
96
104
112
120
128
144
161
177
193
207
207
207
207
207
207
207
207
61
68
75
83
207
207
207
207
207
207
73
81
91
100
109
118
127
136
146
164
182
201
207
207
207
207
207
207
207
207
207
69
77
86
94
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
3) These sizes are special plain-end mass sizes. All other sizes are regular-mass,
see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse:
intermediate
to regular-masses
shall be considered
regular-mass;
masses intermediate
to special-plain-end
masses and masses intermediate
between the
heaviest tabulated special-plain-end
masses and the highest regular-masses
shall be considered special-plain-end
mass.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA = 1 bar
5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br
requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
1
Designation
Mass
Size
M
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
142,68
154,34
166,35
177.97
189,57
212,70
236.13
259.47
282.35
305,16
328.24
351,25
373,80
396,27
419,02
441.69
463,91
125,58
138,35
150.69
163,Ol
175,71
187,99
200,25
224.71
249,48
274,16
298,37
322,50
346,93
371,28
395,16
- Plain-end
Outside
diameter
line pipe dimensionsl),
W all
thickness
Inside
diameter
D
T
d
mm
mm
mm
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914,0
914.0
914,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
965,0
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27.0
28,6
30,2
31,8
789
895,0
893,4
891,8
890,2
888,6
885,4
882,2
879,0
875,8
872,8
869,6
866,4
863,2
860.0
856,8
853.6
850.4
949,2
947,6
946,0
944,4
942,8
941,2
939,6
936,4
933,2
930,o
926,8
923,8
920,6
917,4
914.2
8.7
985
IO,3
II,1
II,9
12.7
14,3
15,9
17,5
19,l
20,6
22.2
23.8
25.4
masses and test pressures2)
Minimum
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L21 06)
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
26
28
31
33
35
39
44
48
53
57
61
66
70
74
79
83
88
21
23
25
27
29
31
33
37
42
46
50
54
58
62
66
31
33
36
38
41
46
51
56
61
66
71
77
82
87
92
97
102
24
27
29
31
34
36
39
44
48
53
58
63
68
73
77
54
59
63
68
73
82
91
100
109
118
127
136
145
154
163
172
182
43
47
51
56
60
64
69
77
86
95
103
111
120
129
137
60
65
70
75
80
90
100
110
120
130
140
150
160
170
180
190
200
47
52
57
61
66
71
76
85
95
104
114
123
133
142
152
67
73
79
84
90
101
113
124
135
146
157
169
180
191
203
207
207
53
58
64
69
75
80
85
96
107
118
128
138
149
160
171
73
79
85
91
98
110
122
134
147
158
171
183
195
207
207
207
207
57
63
69
75
81
87
92
104
116
127
139
150
161
173
185
78
84
91
97
104
117
130
143
156
168
181
195
207
207
207
207
207
61
67
74
80
86
92
98
111
123
135
148
159
172
184
197
84
91
98
105
113
127
141
155
169
183
197
207
207
207
207
207
207
66
73
80
86
93
100
107
120
133
147
160
173
186
200
207
91
98
106
114
121
137
152
167
182
197
207
207
207
207
207
207
207
71
79
86
93
100
108
115
129
144
158
173
186
201
207
207
103
112
120
129
138
155
172
190
207
207
207
207
207
207
207
207
207
81
89
97
106
114
122
130
147
163
180
196
207
207
207
207
) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
!) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
.) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
;) 100 kPA = 1 bar
i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continuedl
Designation
Size
Mass
38
38
38
38
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
42
42
42
42
42
42
42
42
- Plain-end
Outside
diameter
line pipe dimensions’),
Wall
thickness
masses and test pressures*)
(to be ordered
according
to outside
diameter)
Minimum test pressure4), 100 kPa5)
Inside
diameter
M
D
T
d
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
418,96
443,05
467,06
490,61
132.25
145,69
158,70
171,68
185,06
198,Ol
210,93
236,71
262,83
288,86
314.39
339,84
365,62
391,32
416,52
441,64
467,08
492,44
517,31
153.04
166.71
180,35
194,42
208,03
221,61
248,72
276,18
mm
965,0
965,0
965,0
965,0
1016,O
1016,O
1016,O
1016.0
1016,O
1016,O
1016,O
1016,O
1016,O
1016,O
1016,O
1016,O
1016,O
1016.0
1016,O
1016,O
1016,O
1016,O
1016,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
mm
27,0
28,6
30,2
31,8
73
mm
911,o
907,8
904,6
901,4
1000,2
998,6
997,0
995,4
993,8
992,2
990.6
987,4
984,2
981,0
977,8
974,8
971,6
968,4
965,2
962,0
958,8
955,6
952,4
1049,6
1048,O
1046,4
1044,8
1043,2
1041,6
1038,4
1035.2
71
75
79
83
20
22
24
26
28
30
32
35
39
43
47
51
55
59
63
67
71
75
79
21
22
24
26
28
30
34
38
82
87
92
97
23
25
27
30
32
34
37
41
46
51
55
60
64
69
74
78
83
87
92
24
26
28
31
33
35
39
44
146
155
163
172
41
45
49
53
57
61
65
73
82
90
98
106
114
122
131
139
147
155
163
43
46
50
54
58
62
70
78
161
171
180
190
45
49
54
58
63
67
72
81
90
99
108
117
126
135
144
153
162
171
180
47
51
56
60
64
69
77
86
181
192
203
207
50
55
61
66
71
76
81
91
101
112
122
131
142
152
162
172
182
193
203
53
58
63
67
72
77
87
97
196
207
207
207
55
60
66
71
77
82
88
99
110
121
132
142
153
164
176
187
198
207
207
57
63
68
73
78
84
94
105
207
207
207
207
58
64
70
76
82
87
93
105
117
129
140
151
163
175
187
199
207
207
207
61
67
72
78
83
89
100
111
207
207
207
207
63
69
76
82
88
95
101
114
127
140
152
164
177
190
203
207
207
207
207
66
72
78
84
90
96
109
121
207
207
207
207
68
75
82
89
95
102
109
123
137
150
164
177
191
205
207
207
207
207
207
71
78
84
91
97
104
117
130
207
207
207
207
77
85
93
100
108
116
124
139
155
171
186
201
207
207
207
207
207
207
207
81
88
96
103
110
118
133
148
67
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23‘8
25,4
27,0
28,6
30.2
31,8
887
93
IO,3
II,1
II,9
12,7
14,3
15,9
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given
information
(see 7.6.2).
!) Test pressures applytothe
standard grades. For pressures applicable for other grades see 8.10.9.3.
I) Thetestpressures
have been calculated on the basis oftheformula
in 8.10.9.3 as standardtestpressureconsidering
specified maximumvalues(seetable
i) lOOkPA=l
bar
i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered)
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
~~-,-=-
._-. ___.,
r --
.I
----. , - ,.---? .-.. ~--~.-. --.- ~..-___..._
c._../---
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
..-_-_. ~._,.__ _j_l
here for
15).
may be
Desi! gni ation
Size
Mass
42
42
42
42
42
42
42
42
42
42
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
46
46
46
46
46
- Plain-end
line pipe
Outside
Wall
diameter ’ 1:hicknesz
dimensionsl),
D
T
d
303,55
330,41
357,19
384,31
411,35
437,88
464,33
491,ll
517,82
544,Ol
160,39
174.72
189,03
203,78
218,04
232,29
260,72
289,53
318,25
346,43
374,53
403,oo
431.39
459.24
487,Ol
515,14
543,19
570,71
167,74
182,73
197,70
213,13
228,06
mm
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31.8
8,7
9‘5
IO,3
II,1
II,9
12,7
14.3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
mm
1032,O
1028,8
1025,8
1022,6
1019,4
1016,2
1013,o
1009,8
1006,6
1003,4
1100,6
1099,o
1097,4
1095,8
1094,2
1092,6
1089,4
1086,2
1083,O
1079,8
1076,8
1073,6
1070.4
1067,2
1064,O
1060,8
1057,6
1054.4
1150,6
1149,0
1147,4
1145,8
1144,2
93
(to be ordered
pressures*)
according
to outside
diameter)
test PI ;sure4), 100 kPa5)
Minimb
( Gameter
mm
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067,O
1067.0
1118,0
1118,0
1118,0
1118,0
1118,0
1118,0
1118,O
1118,O
1118.0
1118,O
1118,0
1118.0
1118,0
1118.0
1118,0
1118,0
1118,0
1118.0
1168,0
1168.0
1168,O
11660
11660
IO,3
II,1
II,9
and test
Inside
i
M
8,7
masses
L210”’
L2456’
I
56
60
64
68
71
75
20
21
23
25
27
29
32
36
39
43
46
50
54
57
61
64
68
72
20
21
23
25
27
1
1
I
1
1
I
1
1
I
1
1
I
1
1
I
L290
I
66
70
74
79
83
88
23
25
27
29
31
33
38
42
46
50
54
58
63
67
71
75
79
84
23
25
27
29
31
1
1
I
1
)
I
)
1
I
1
1
I
1
1
I
L320
-
116
124
132
140
148
156
41
44
48
52
56
59
67
74
82
89
96
104
111
119
126
134
141
148
41
44
48
52
56
-
-
-
-
-
-
94
103
111
120
128
137
146
154
163
172
45
49
53
57
61
65
74
82
90
98
106
114
123
131
139
147
156
164
45
49
53
57
61
L360
-
-
-
-
-
-
-
106
116
125
135
145
154
164
174
183
193
50
55
60
64
69
74
83
92
101
111
119
129
138
147
156
166
175
184
50
55
60
64
69
L390
L415
L450
L485
-T-%--l-e -zi--E115
126
136
146
123
134
144
155
133
145
156
169
143
156
169
182
205
207
207
207
63
69
75
80
207
207
207
207
68
74
80
87
-4-t-+- -+I+
90
100
110
96
106
117
104
115
127
112
124
137
139
148
159
161
172
173
186
207
207
207
63
69
75
80
86
207
207
207
68
74
80
87
93
149
L555
162
177
191
206
207
207
207
207
207
207
77
84
91
98
105
112
127
141
155
169
182
197
207
207
207
207
207
207
77
84
91
98
105
1
[
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo
information
(see7.6.2).
!) Test pressures applytothe
standard grades. For pressures applicable for other grades see 8.10.9.3.
I) Thetest pressures have been calculated on the basis ofthe formula in 8.10.9.3 as standard test pressure considering specified maximum values (seetable 15).
i) 100 kPA=l
bar
i) An alternative test pressure (1,25x standard test pressure, roundedtothe
next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
9 (continued)
Designation
Mass
Size
M
46
46
46
46
46
46
46
46
46
46
46
46
46
48
48
48
48
46
48
48
48
48
48
48
48
48
48
48
48
48
48
242.97
272,73
302,88
332,95
362,45
391,88
421,69
451,42
480,60
509,69
539,17
568,57
597.41
175,08
190,74
206,37
222,49
238,08
253,65
284,73
316.23
347.64
378.47
409,22
440,38
471,46
501,96
532,38
563,20
593,94
624,ll
- Plain-end
Outside
diameter
D
line pipe
Wall
thickness
T
dimensions’),
Inside
diameter
d
mm
mm
mm
1168,O
1168,O
1168,O
1168,O
1168.0
1168,O
1168,O
1168,O
1168,O
1168,O
1168,O
1168,O
1168,O
1219,0
1219.0
1219,0
1219,0
1219.0
1219,0
1219.0
1219.0
1219,0
1219,0
1219,0
1219,0
1219,0
1219.0
1219,0
1219,0
1219,0
1219.0
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30.2
31,8
1142.6
1139,4
1136,2
1133,0
1129,8
1126,8
1123.6
1120.4
1117,2
1114,0
1110,8
1107,6
1104,4
1201.6
1200.0
1198.4
1196,8
1195,2
1193,6
1190,4
1187,2
1184,0
1180.8
1177.8
1174.6
1171,4
1168.2
1165.0
1161.8
1158,6
1155,4
87
9.5
IO,3
II,1
II,9
12,7
14,3
15,9
17.5
19,l
20,6
22,2
23,8
25.4
27,0
28,6
30.2
31,8
masses
and test
pressures*)
Minimum
(to
be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
29
32
36
39
43
46
50
54
57
61
64
68
72
18
20
21
23
25
26
30
33
36
39
43
46
49
53
56
59
62
66
33
38
42
46
50
54
58
63
67
71
75
79
84
21
23
25
27
29
31
34
38
42
46
50
54
57
61
65
69
73
77
59
67
74
82
89
96
104
111
119
126
134
141
148
37
41
44
48
51
54
61
68
75
82
88
95
102
109
116
122
129
136
65
74
82
90
98
106
114
123
131
139
147
156
164
41
45
49
52
56
60
68
75
83
90
97
105
112
120
128
135
143
150
74
83
92
101
111
119
129
138
147
156
166
175
184
46
51
55
59
63
68
76
85
93
102
110
118
127
135
144
152
161
169
80
90
100
110
120
129
139
149
159
170
180
190
200
50
55
59
64
69
73
82
92
101
110
119
128
137
146
155
165
174
183
85
96
106
117
128
138
148
159
170
180
191
202
207
53
58
63
68
73
78
88
97
107
117
126
136
146
156
165
175
185
195
92
104
115
127
138
149
161
172
184
196
207
207
207
58
63
68
74
79
84
95
106
116
127
137
148
158
169
179
190
201
207
99
112
124
137
149
161
173
186
198
207
207
207
207
62
68
74
79
85
91
102
114
125
137
148
159
170
182
193
205
207
207
112
127
141
155
169
182
197
207
207
207
207
207
207
71
77
84
90
97
103
116
129
142
155
167
180
193
206
207
207
207
207
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
!) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA = 1 bar
5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table
9 (continue4
Designation
Mass
Size
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
56
56
56
56
56
56
56
56
56
56
56
- Plain-end
Outside
diameter
line pipe
Wall
thickness
dimensions’),
masses
and test
pressures2)
Minimum
Inside
diameter
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
M
D
mm
T
mm
d
mm
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
206,76
223,72
241,20
258,ll
275,Ol
308,74
342.93
377,03
410,51
443,91
477,76
51 I,53
544,68
577.75
611,26
644,69
677.51
222,78
241,06
259,91
278.15
296,37
332,75
369.63
406.42
442.55
478,60
515,14
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1321,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1422,O
9.5
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
9.5
IO,3
11,l
II,9
12,7
14,3
15,9
17.5
19,l
20,6
22,2
1302,O
1300,4
1298,8
1297,2
1295,6
1292.4
1289.2
1286,0
1282.8
1279.8
1276,6
1273,4
1270.2
1267,0
1263.8
1260.6
1257,4
1403,o
1401,4
1399.8
1398.2
1396.6
1393.4
1390,2
1387,0
1383,8
1380,8
1377,6
16
20
21
23
24
27
30
33
36
39
42
45
48
52
55
58
61
17
18
20
21
23
25
28
31
34
37
39
21
23
25
26
28
32
35
39
43
46
49
53
57
60
64
67
71
20
21
23
25
26
30
33
36
39
43
46
38
41
44
47
50
57
63
69
75
81
88
94
100
107
113
119
126
35
38
41
44
47
52
58
64
70
76
81
41
45
48
52
55
62
69
76
83
90
97
104
111
118
125
132
139
38
42
45
48
51
58
64
71
77
83
90
47
51
54
58
62
70
78
86
94
101
109
117
125
132
140
148
156
43
47
51
54
58
65
72
80
87
94
101
50
55
59
63
67
76
84
93
102
109
118
126
135
143
152
160
169
47
51
55
59
63
71
78
86
94
102
110
54
58
63
67
72
81
90
99
108
116
126
135
144
153
162
171
180
50
54
58
63
67
75
84
92
100
108
117
58
63
68
73
78
88
97
107
117
126
136
146
156
166
175
185
195
54
59
63
68
72
81
91
100
109
117
126
63
68
73
79
84
95
105
116
126
136
147
157
168
178
189
200
207
58
63
68
73
78
88
98
107
117
126
136
71
77
83
89
95
107
119
131
143
154
166
178
190
202
207
207
207
66
72
77
83
88
100
111
122
133
143
155
1) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see 7.6.2).
2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3.
4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) 100 kPA= 1 bar
6) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc
requested.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table
Table
9 (continued)
Designation
Mass
Size
M
56
56
56
56
56
56
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
64
64
64
64
64
64
64
64
64
64
64
- Plain-end
Outside
diameter
D
line pipe
551,60
587,40
623,12
659.32
695,45
730,91
238,80
258,40
278,62
298,19
317,73
356,76
396,33
435,82
474,59
513,29
552,52
591,67
630,12
668,48
707,38
746,20
784,31
254,82
275,75
297.33
318,33
339,09
380,77
423,03
465,21
506.63
547,98
589.90
Inside
diameter
d
Wall
thickness
T
mm
1422,0
1422,0
1422,0
1422,0
1422,0
1422,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524,0
1524.0
1524,0
1524,0
1524,0
1524,0
1524,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
dimensions’),
mm
23,8
25,4
27,0
28,6
30,2
31,8
92
10.3
II,1
11,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
masses
and test
pressures2)
Minimum
(to be ordered
test pressure4!
according
to outside
diameter)
100 kPa5)
L2106)
L245(j)
L290
L320
L360
L390
L415
L450
L485
L555
42
45
48
51
54
56
16
17
18
20
21
24
26
29
32
34
37
39
42
45
47
50
53
15
16
17
18
20
22
25
27
30
32
34
49
53
56
59
62
66
18
20
21
23
25
28
31
34
37
40
43
48
49
52
55
58
61
17
19
20
22
23
26
29
32
35
37
40
87
93
99
105
111
117
33
35
38
41
44
49
54
60
65
71
76
82
87
92
98
103
109
30
33
36
38
41
46
51
56
61
66
71
96
103
109
116
122
129
36
39
42
45
48
54
60
66
72
78
84
90
96
102
108
114
120
34
36
39
42
45
51
56
62
68
73
79
108
116
123
130
138
145
40
44
47
51
54
61
68
74
81
88
94
101
108
115
122
128
135
38
41
44
47
51
57
63
70
76
82
88
117
125
133
141
149
157
44
47
51
55
59
66
73
81
88
95
102
110
117
124
132
139
146
41
44
48
51
55
62
69
76
82
89
96
125
133
142
150
159
167
47
50
54
58
62
70
78
86
94
101
109
117
125
132
140
148
156
44
47
51
55
58
66
73
80
88
95
102
136
145
154
163
172
181
50
55
59
63
68
76
85
93
102
109
118
126
135
144
152
161
169
47
51
55
59
63
71
79
87
95
103
111
146
156
166
176
185
195
54
59
64
68
73
82
91
100
109
118
127
136
146
155
164
173
182
51
55
60
64
68
77
85
94
103
111
119
166
177
188
199
207
207
62
67
72
77
83
93
103
114
124
134
144
155
165
175
186
196
207
58
63
68
72
77
87
97
107
116
125
135
mm
1374,4
1371,2
1368,0
1364,8
1361.6
1358,4
1505,o
1503,4
1501,8
1500,2
1498,6
1495,4
1492,2
1489,0
1485,8
1482,8
1479,6
1476,4
1473,2
1470,o
1466,8
1463,6
1460,4
1607,O
1605,4
1603,8
1602,2
1600,6
1597,4
1594.2
1591,0
1587,8
1584.8
1581,6
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. inside diameters are nominal and are given here fo
information
(see7.6.2).
!) Test pressures applytothe
standard grades. For pressures applicable for other grades see 8.10.9.3.
I) Thetestpressures
have been calculated on the basis ofthe formula in 8.10.9.3 as standardtestpressure
considering specified maximum values (see table 15).
i) lOOkPA=l
bar
;) An alternative test pressure (1,25x standard test pressure, roundedtothe
next higher 100 kPA with a maximum value of 19 300 kPato be considered) may bc
requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
~,--7r)-~-.--.--.-
_
-_
-
--
.-
-.
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
~~~~1~
._
__
-.
. ..-
.__~__.
-.-
~-;-.-.
__
Table
9 (continued)
Designation
Mass
Size
M
64
64
64
64
64
64
68
68
68
68
68
68
68
68
68
68
68
68
68
68
72
72
72
72
72
72
72
72
72
72
631,75
672,84
713,85
755,44
796,95
837,71
338,26
360,45
404,77
449,73
494,60
538,67
582,66
627.28
671,82
715,56
759,22
803,50
847,70
891,ll
381,81
428.78
476,43
523,99
570,71
617,35
664,66
711,89
758.28
804,59
- Plain-end
Outside
diameter
D
mm
1626,0
1626,0
1626,0
1626,0
1626,0
1626,0
1727.00
1727,00
1727,00
1727,00
1727,00
1727,00
1727,00
1727.00
1727,00
1727,00
1727,00
1727,00
1727,00
1727,OO
1829,00
1829.00
1829.00
1829.00
1829.00
1829,00
1829,00
1829,00
1829,00
1829,00
line pipe
Wall
thickness
T
mm
23,8
25,4
27,0
28,6
30,2
31,8
11.90
12,70
14,30
15,90
17,50
19,lO
20,60
22,20
23,80
25.40
27,00
28,60
30,20
31,80
12,70
14,30
15,90
17,50
19,lO
20,60
22,20
23,80
25,40
27,00
dimensionsl),
inside
diameter
d
mm
1578,4
1575,2
1572,0
1568,8
1565,6
1562,4
1703,2
1701,6
1698,4
1695,2
1692.0
1688,8
1685,8
1682,6
1679,4
1676,2
1673,0
1669.8
1666,6
1663,4
1803.6
1800,4
1797.2
1794,0
1790,8
1787.8
1784,6
1781.4
1778.2
1775,0
masses
and test
pressures*)
Minimum
(to be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
37
39
42
44
47
49
17
19
21
23
26
28
30
32
35
37
39
42
44
46
17
20
22
24
26
28
31
33
35
37
43
46
49
52
55
57
20
22
24
27
30
33
35
38
41
43
46
49
51
54
20
23
26
28
31
33
36
38
41
43
76
82
87
92
97
102
36
38
43
48
53
58
62
67
72
77
82
86
91
96
36
41
45
50
55
59
63
68
72
77
84
90
96
101
107
113
40
42
48
53
58
64
69
74
79
85
90
95
101
106
40
45
50
55
60
65
70
75
80
85
95
101
108
114
120
127
45
48
54
60
66
72
77
83
89
95
101
107
113
119
45
51
56
62
68
73
79
84
90
96
103
110
117
123
130
137
48
52
58
65
71
78
84
90
97
103
110
116
123
129
49
55
61
67
73
79
85
91
97
104
109
117
124
131
139
146
51
55
62
69
76
83
89
96
103
110
117
124
131
138
52
58
65
71
78
84
91
97
104
110
119
127
135
142
150
158
56
60
67
75
82
90
97
104
112
119
127
134
142
149
56
63
70
78
85
91
98
105
112
120
128
136
145
154
162
171
60
64
72
80
88
97
104
112
120
128
136
145
153
161
61
68
76
84
91
98
106
114
121
129
145
155
164
174
184
194
68
73
82
91
100
109
118
127
136
146
155
164
173
182
69
77
86
95
103
112
120
129
137
146
I) Outside diameter and wall thickness dimensions
shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for
information
(see7.6.2).
!) Test pressures applytothe
standard grades.Forpressures
applicableforothergradessee8.10.9.3.
I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15).
5) lOOkPA= 1 bar
i) An alternative test pressure (1,25x standard test pressure, roundedtothe
next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be
requested.
Y
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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IS0 3183-1:1996(E)
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Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
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0 IS0
7.6.8
7.6.8.1
IS0 3183-1:1996(E)
Tolerances
Outside
The outside
on dimensions
diameter
diameter
Pipe body
I48,3 mm
and masses
D
tolerances
shall be as follows:
. . . . . . . . . . . . . ..*........................................................................*....................*.................
.. .. .. .. .. .. .. .. .. ... . .. .. .. .. .. .. .. . .. .. .. .. .. ... ..... .. ... ..
+ I,00 %
.. .. .. .. .. .. .. .. .. ... .. ... .. ... .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. ... .. . .. .. .. .. ... . .. .. .. .. .. .. ... ... ... .... .. .
+ 0,75 %
60,3 mm to 114,3 mm grade L175, butt-weld
60,3 mm to 457,0 mm
+ 0,41 mm
- 0,79 mm
only
508,O mm to 914,0 mm
*......................................................................*..........................................
Non-expanded
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..~........................................................
Cold expanded
> 914,0 mm
Non-expanded
Cold expanded
. .. .. .. ... .. .. .. . .. ... .. .. .. ... .. ... .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. ... .. . .. ... . ... .. . ... .. . .. .. .. ... .. .... . ... ...
. .. .. .. ... . .. .. ... . ... .. .. .. ... .. ... .. .. ... ... .. .. .. .. .. .. .. .. .. .. .. ... . .. ... .. .. .. .. .. .. . .. .. .. .. ... .. ... .. ... .. .
NOTE 6 In the case of cold expanded pipe outside diameter > 914,0 mm hydrostatically
of standard test pressures, other tolerances may be agreed upon between manufacturer
7.6.8.2
+ I,00 %
+ 0,75 %
- 0,25 %
+ I,00 %
+ 6,35 mm
- 3,20 mm
tested to pressures
and purchaser.
in excess
Pipe ends
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
For a distance of 101,6 mm from the end of the pipe, pipe outside diameters I273,l
mm shall not be more
than 0,40 mm smaller than the specified outside diameter and shall permit the passage, over the ends, of a
ring gauge which has a bore I,59 mm larger than the specified outside diameter of the pipe.
For a distance of 101,6 mm from the end of the pipe, pipe outside diameters between 323,9 mm and
508,O mm inclusive, shall not be more than 0,79 mm smaller than the specified outside diameter and shall
permit the passage, over the ends, of a ring gauge which has a bore 2,38 mm larger than the specified
outside diameter of the pipe.
For pipe with filler metal welds, it shall be permissible
passage of the gauge over the weld bead.
to notch
At the option of the manufacturer,
diameter tape.
diameters
minimum
pipe outside
or slot the ring gauge
I508,O
to permit
mm may be measured
the
with a
For a distance of 101,6 mm from the end of the pipe, pipe outside diameters > 508,O mm shall be neither
more than 0,79 mm smaller nor more than 2,38 mm larger than the specified outside diameter,
as
measured with a diameter tape.
By agreement
between the interested
applied instead to the inside diameter.
parties,
at the ends the tolerance
on outside
diameter
may
be
On welded expanded pipe with outside diameters > 508,O mm the diameter, measured at one end of the
pipe with a diameter tape, shall not differ by more than 2,38 mm from that of the other end. At the
manufacturer’s
option, these measurements
may be made on the inside diameter.
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
39
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IS0 3183-1:1996(E)
7.6.8.3
0 IS0
Out-of-roundness
For pipe outside
diameters
> 508,O mm, and for a distance
of 101,6 mm from the end of the pipe,
-
the maximum
outside
diameter
shall not be more than 1 % larger than specified,
-
the minimum
outside
diameter
shall not be more than 1 % smaller than specified,
measured
maximum
7.6.8.4
with a bar gauge
diameters.
caliper
or other
device
of measuring
the actual
minimum
and
Wall thickness
The wall thickness
tolerances
shall be consistent
with those given in table 10.
Table 10 -Wall
Outside
diameter
thickness
and type of pipe
1I 73,0 mm, seamless and welded
I
L175.L21O,L245
+ 20,o
I
+ 18,0
- 12,5
-I- 15,0
- 12,5
+ 17,5
- 10.0
+ 15,0
- 12.5
101,6 mm to 457,0 mm, seamless
and welded
I508,O mm, welded
I
tolerances
Wall thickness
88,9 mm, seamless and welded
5 508,O mm, seamless
7.6.8.5
capable
and
tolerances
1
I
in %
L290to L555
+ 15,0
+
+
+
I
15,0
12,5
15,0
12,5
19,5
- 8.0
+ 17,5
- 10.0
I
I
Mass
Single lengths:
Threaded-, regular-mass
extra-strong
and double-extra-strong
Special plain-end
pipe, except grade L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
pipe or grade L175 pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ 10%
- 3,5 %
+ 10%
- 5%
Carload lots:
All grades, except L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
grade L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........
A carload
is considered
to be a minimum
- I,75 %
- 2,5 %
of 18 144 kg.
When a wall thickness minus tolerance less than that shown above is agreed upon between the interested
parties, the plus tolerances shall be increased by an amount (percentage) equal to the decrease in minus
tolerance, and the plus mass tolerance shall be increased to 22,5 % less than the wall thickness minus
tolerance.
Mass tolerances
apply to the calculated
masses for plain-end pipe.
40
Copyright International Organization for Standardization
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No reproduction or networking permitted without license from IHS
masses
for threaded-and-coupled
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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pipe and to the tabulated
i
IS0 3183-1:1996(E)
0 IS0
7.6.8.6
Length
The pipe shall be delivered
in lengths
as specified
Table IINominal
Lengths
6
12
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
6
12
15
18
24
NOTE - Nominal
“double random
lengths of 6 m were
lenaths”.
1) By agreement
between
on lengths
length
formerly
the interested
Pipe ends and thread
7.6.9.1
and tolerances
Minimum
average length
for each order item’)
m
m
Threaded-and-coupled
pipe
4,88
5,33
6,71
IO,67
Plain-end pipe
2,74
5.33
4,27
IO,67
5,33
13,35
6,40
16,00
8,53
21,34
Minimum
length
m
7.6.9
in table 11.
designated
“single
parties these tolerances
random
lengths”,
Maximum
length
m
6,86
13,72
6,86
13,72
16,76
19,81
25,91
and those
of 12 m
shall apply to each carload.
protectors
Pipe ends - General
Pipe shall be made threaded or plain-end as set forth in tables 6, 7, 8 and 9 or with bell and spigot ends in
accordance with 7.6.9.4. Extra-strong
line pipes shall be made with plain ends, except that the ends shall
be threaded-and-coupled
if so specified on the purchase order. Spiral weld may not be threaded. The
inside and outside edges of the ends of all pipe shall be free of burrs.
7.6.9.2
Threaded
ends
Threaded ends shall conform to the threading, thread inspection and gauging requirements
specified in
IS0 10422, latest edition. One end of each length of threaded pipe shall be provided with a coupling
conforming
to the requirements
of annex C in effect at the date of manufacture
of each coupling (see
note 71, and the other end with thread protection conforming
to the requirements
of 7.6.9.6. Couplings
shall be screwed onto the pipe handling-tight
(see note 81, except that they shall be applied power-tight
if
so specified on the purchase order. A thread compound shall be applied to cover the full surface of either
the coupling or pipe engaged thread before making up the joint. All exposed threads shall be coated with
this thread compound.
Unless otherwise specified on the purchase order, the manufacturer
may use any
thread compound
which meets the performance
objectives
set forth in API Bulletin 5A2. A storage
compound
of distinct colour may be substituted
for this thread compound
on all exposed threads.
Whichever compound
is used, it shall be applied to a surface that is clean and reasonably free of moisture
and cuttings fluids.
NOTES
7 Unless otherwise
specified
threaded and coupled product
8 Handling
on the purchase
be manufactured
tight shall be defined
as sufficiently
order it is not mandatory
that both the pipe and coupling
to the same edition of this standard.
tight that the coupling
cannot be removed
of each
except by use of a wrench.
9 The purpose of making-up
couplings
handling-tight
is to facilitate
removal of the couplings
for cleaning and
inspecting
threads and applying fresh thread compound
before laying the pipe. This procedure has been found
necessary to prevent thread leakage, especially in gas lines, because manufacturer
applied couplings made up powertight, although leak-proof at the time of make-up, may not always remain so after transportation,
handling and laying.
Copyright International Organization for Standardization
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41
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IS0
0 IS0
3183-1:1996(E)
7.6.9.3
Plain ends
Unless otherwise ordered, plain-end pipe (other
diameter shall be furnished
with ends bevelled
perpendicular
to the axis of the pipe, and with a
end pipe with outside diameters 2 60,3 mm shall
above) are specified on the purchase order. For
maintain the root face tolerance, the angle of the
be no larger than that listed below.
Specified
than double-extra-strong
pipe) with 2 60,3 mm outside
on an angle of 30”‘:
measured from a line drawn
root face of (I,59 f 0,79) mm. Double-extra
strong plainbe made with square-cut ends, unless bevelled ends (as
seamless pipe where internal machining
is required to
internal taper, measured from the longitudinal
axis, shall
Maximum
wall thickness
IO,6
14,l
<
to
to
>
angle of taper
degrees
mm
7
IO,6
14,l
93
11
16,9
16,9
14
For the removal of an internal burr on welded pipe outside diameters
measured from the longitudinal
axis, shall be no larger than 7”.
> 114,3 mm the internal
taper,
The end finish of pipe outside diameters < 60,3 mm shall be specified on the purchase order. For pipe
outside diameters 2 60,3 mm the pipe ends shall be cut within I,59 mm. Pipe ends from each end-finishing
machine shall be checked for compliance at least three times per 8-hour working shift.
Both ends of pipe with filler metal welds shall have the inside
approximately
101,6 mm from the end of the pipe.
reinforcement
NOTE 10 The purchaser is directed to the applicable code for the recommended
7.6.9.4
removed
for a distance
of
angle of pipe bevel.
Belled ends
When so specified on the purchase order, pipe with wall thickness 5 3,58 mm shall be furnished
end belled for bell and spigot joints in accordance with figure 2. The belled end shall be visually
for workmanship
and injurious defects.
Dimensions
+0,8 mm
d of bell = D of pipe + 1.6 mm 0 mm
(to be measured 6.4 mm from end)
Minimum depth of bell
L
End bevel optional
Figure 2 - Belled end for bell and spigot joint
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
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with one
inspected
in millimetres
0 IS0
7.6.9.5
IS0 3183-1:1996(E)
Plain ends for special couplings
When so specified on the purchase order, pipe shall be made with ends suitable for use with special
couplings (see note 11). Such pipe shall be sufficiently free from indentations,
projections, or roll marks for
a distance of 203 mm from the end of the pipe, to permit proper make-up coupling.
Note 11 Dresser and Victaulic are examples for suitable products available commercially.
This information
is given
for the convenience
of the user of this part of IS0 3183 and does not constitute
an endorsement
by IS0 of these
products.
Thread protectors
On nominal pipe sizes smaller than 2, the thread protectors shall be suitable fabric wrappings,
or suitable
metal, fiber, or plastic protectors. On nominal pipe sizes 2 and larger, the thread protectors shall be of such
design, material, and mechanical strength to protect the thread and end of the pipe from damage under
normal handling and transportation.
The thread protectors shall cover the full length of the thread on the
pipe and exclude water and dirt from the thread during transportation
and normal storage period. Normal
storage period shall be considered as approximately
one year. The thread formed in protectors shall be
such that the pipe threads are not damaged by the protectors.
Protector material shall contain no
compounds
capable of causing corrosion or promoting
adherence of the protectors to the threads and
shall be suitable for service temperatures
of -46 “C to +66 “C.
8
8.1
8.1.1
Testing
and inspection
Type of documents
on inspection
and testing
General
Upon request by the purchaser, the manufacturer
shall provide a document of compliance stating that the
material has been manufactured,
sampled, tested and inspected in accordance with this part of IS0 3183
and has been found to meet the requirements.
Where additional information
is required, including the results of mechanical testing, SR6 (see annex D) or
one of the inspection documents of IS0 10474 shall be specified on the purchase order.
8.1.2
Test reports
on chemical
analysis
The results of all specified chemical analysis shall be available to the purchaser
specified by the purchaser (see annex D), a report containing
all chemical
specification shall be provided by the manufacturer.
For grade L175, in place of the test report,
produced in conformity with the requirements
8.2
Purchaser
For the purchaser’s
8.3
Retention
upon request. When SR6 is
analyses required by this
the manufacturer
may certify that the pipe delivered was
for chemical properties and tests of this part of IS0 3183.
inspection
inspection
see annex F.
of records
Tests and inspections
requiring retention of records in this part of IS0 3183 are shown in table 12. Such
records shall be retained by the manufacturer
and shall be made available to the purchaser upon request
for a period of three years after the date of purchase from the manufacturer.
Copyright International Organization for Standardization
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43
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
7.6.9.6
0 IS0
IS0 3183-1:1996(E)
Table 12 - Retention
8.4.1
Reference
Requirement
Chemical composition
Cast analysis
Product analysis
Mechanical tests
Tensile tests
Weld tensile tests
Mill control tests
Guided bend tests
Fracture toughness tests
Hydrostatic tests
Tester recorder charts (where used)
Supplementary hydrostatic tests
Non-destructive inspection
Film (where used)
Fluoroscopic operator qualifications
Welded jointers
Film
Repair welding procedure
Transverse tensile test
Transverse guided bend test
Nick break test
Procedure specification
Procedure qualification
Personnel performance qualification
Calibration tests
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.4
of records
Testing
of chemical
Elements
7.2
8.4.2
8.4.3
8.5
8.5.1.1
8.5.1.1
8.5.1.1
8.5.1.4
8.5.1,6,
8.6
!
I
!/
I
SR3, SR4
8.10.9.2
8.10.9.4
8.9
8.10.11.1
I
i
8.10.11.2.2
!
i,
A.4
B.2.2.2
8.2.2.3
B.2.2.4
B.l
8.2
8.3
various paragraphs
t
I
I
[
4
I
1
$,
I
composition
analysed
As a minimum, each required analysis shall include the determination
of carbon, manganese, phosphorus,
sulfur and silicon; niobium, vanadium, titanium, or combinations
thereof, if added during steelmaking;
and
any other alloying element added during steelmaking for other than deoxidation
purpose.
8.4.2
Cast analysis
The steel manufacturer
shall determine the analysis of each cast of steel used in the manufacture
of pipe
specified on the purchase order. The analysis so determined shall conform to the requirements
of 7.2.1.
For grade L555, cast analysis
limits have not been defined,
only product
analysis
i;
1
1:
:’
i
I
/
/
I,
!
[
/
I
limits.
I
8.4.3
8.4.3.1
Product
analysis
Sampling
frequency
The manufacturer
shall determine the analysis of two samples
production of pipe under this part of IS0 3183.
8.4.3.2
Sampling
representing
each cast of steel used for the
j
methods
Seamless pipe
At the option of the manufacturer,
samples
specimens or from the finished pipe.
used for product
analysis
shall be taken either from tensile test
44
Copyright International Organization for Standardization
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I
I
I
i.
1
I
i
[
IS0 3183-1:1996(E)
0 IS0
Welded pipe
At the option of the manufacturer,
samples used for product analysis shall be taken from either finished
pipe, plate, strip, tensile test specimens or flattening test specimens. The location of the samples shall be a
minimum of 90” from the weld, of longitudinally
welded pipe. For spiral weld, the sample location shall be
at a position of not less than one-quarter the distance between adjacent weld convolutions
as measured
from either edge of the weld. For pipe manufactured
from plate or strip, the product analysis may be made
by the supplier of the plate or strip providing the analyses are made in accordance with the frequency
requirement of this part of IS0 3183.
8.5
Testing
For double
8.5.1
of mechanical
seam welded
Testing
851.1
and technological
characteristics
pipes all weld tests shall be performed
after forming
and welding.
frequency
Tensile test
Tensile tests shall be made at the frequency
shown
in table 13.
Table 13 - Frequency
Size designation
5 1 112 nominal size
grade L175 welded
2 2 nominal size
grade L175 welded
Tensile tests
1 per 25 t or fraction thereof
I 141,3 mm except for
grade L175 welded
2 168,3 mm to 323,9 mm
> 323,9 mm
1 per 400 lengths
219,l
of tensile testing
Control tensile tests
Weld tensile tests
I
/
1 per 50 t or fraction thereof
1 per 200 lengths
1 per 100 lengths per cold
expansion amount’)
I 1 per 200 lengths
mm to 323,9 mm
> 323,9 mm
1 per 100 lengths’) per
cold expansion amount*)
I
1) Pipe manufactured
with the same nominal
same cold expansion amount.
2) Each weld for two-seam pipe
amount
of cold expansion
+ 0,2 % shall
38 considered
to have the
One control tensile test per cast shall be made and a record of such test shall be available to the purchaser
for pipe other than grade Ll75. For longitudinal
seam welded pipe, such tensile tests shall be made using
samples taken from either plate or strip or finished pipe at the option of the manufacturer.
851.2
-
Electric-welded
l
l
-
One sample
test for electric-welded
welded
pipe grades higher than L175 non-expanded
from
each crop
end (2 per coil) and two
pipe (see also figure 3)
in multiple
samples
pipe grades higher than L175 non-expanded
of two
lengths.
different
intermediate
lengths.
of a multiple length, flattening tests with the
from each side of the weld stop and may be
produced
in single length.
One sample from each crop end (2 per single length).
Grade L175 welded,
l
and continuous
When a weld stop condition occurs during production
weld at 90” shall be made from the crop ends resulting
substituted for the intermediate flattening test.
Electric-welded
l
-
Flattening
outside
diameter
2 73,0 mm.
One test from one length per lot of 50 t or fraction
thereof.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
45
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IS0
-
3183-1:1996(E)
Electric-welded
l
0 IS0
pipe grades higher than L175 cold expanded.
One test, 101,6 mm min. in length, per lot of 100 lengths
or less, each size.
Intermediate
Crop end
one sample CD
CD
CD
Two samples, one from
each of two different
intermediate lengths
1
I
I
Flatten with
weld at 90’
Electric-welded
CD
1
Flatten with
weld at 0’
Flatten with
weld at 90”
pipe grades higher than L175, non-expanded
Crop end
one sample CD
in multiple
CD
Flatten with
weld at 90”
Electric-welded
lengths
Crop end
one sample
Flatten with
weld at 0’
pipe grades higher than L175, non-expanded
produced
in single length
-Lot of 50 tons or
fraction thereof
One test from one length
Grade L175 welded
pipe, outside
diameter
2 73,0 mm
Flatten with
weld at 90’
-P
Lot of 100 lengths
or less each size
Electric-welded
One test 101.6 mm min. in length
pipe grades higher than L175, cold expanded
Figure 3 - Flattening
tests (see 8.5.1.2 and 8.5.2.2)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
46
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Crop end
one sample
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IS0 3183-1:1996(E)
0 IS0
8.5.1.3
Bend test
Bend tests are applied for welded
-
one test per 25 t or fraction
grade L175 pipe of nominal
thereof,
nominal
size 2 and smaller
with a frequency
of
size 1 l/2 and smaller
and
-one test per 50 t, or fraction
8.5.1.4
Manipulation
Submerged
thereof,
for pipe of nominal
tests for submerged
arc- and gas metal arc-welded
size 2.
arc- and gas metal arc-welds
pipe shall be tested by the guided-bend
test.
Two test specimens shall be taken from the helical or each longitudinal
seam weld in a length of pipe from
each lot of 50 lengths or less of each combination
of outside diameter, wall thickness, and grade; and from
a strip end weld in length of pipe from each lot of 50 lengths or less of each combination
of outside
diameter wall thickness, and grade of finished helical seam pipe containing strip end welds.
8.5.1.5
Weld ductility
For electric-welded
table 14.
test
pipe one test shall be made on a length
Table 14 - Test frequency
Outside
Grade
of pipe from
for electric-welded
each lot size as indicated
pipe
Lot size
No. of lengths
diameter
mm
L175, L210 and L245
60,3 to 141,3
400 or less
L175, L210 and L245
168,3 to 323,9
200 or less
L290 and hinher
60,3 to 323,9
200 or less
1355.6
100 or less
1 All grades
For multiple-length
pipe, a length shall be considered
The weld ductility test may also serve
appropriate amounts of flattening.
8.5.1.6
Fracture
toughness
in
as each section cut from a particular
as one of the flattening
tests
of 8.5.1.2
multiple
by compliance
I
length.
with
tests
(Lot size, see SR3 and SR4 in annex D.)
8.5.1.6.1
For grade L555 three specimens
representing
-
from one length of pipe from each cast for determining
-
from each lot for determining
the absorbed
one test shall be taken
the shear area,
energy.
8.5.1.6.2
For grade L555 three specimens shall be taken from one length of pipe from each cast supplied
in the order for drop weight tear testing on welded pipe of all diameters.
8.5.1.7
Metallographic
examination
Such examinations
shall be performed at least once per working turn, or more frequently where grade,
diameter, or wall thickness changes are made, or where significant
excursions
from operating
heattreatment conditions are encountered for the grades covered in 7.4.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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47
0 IS0
IS0 3183-1:1996(E)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Location
8.5.2
8.5.2.1
and orientation
of test pieces for mechanical
and technological
tests
Tensile test
Tensile test orientation
shall be as shown in figure 4. At the option of the manufacturer
for longitudinal
seam welded pipe, the longitudinal
specimens may be taken from the strip parallel to the rolling directions
and approximately
midway between edge and centre.
Weld tensile
figure 4.
test specimens
shall be taken at 90” to the weld with the weld
at the centre,
as shown
in
1
1
f
b,
Size
designation
Welded pipe
Seamless pipe
Longitudinal
I
Helical seam
seam
F
1
i
t
&
@
Q@
1
-z 8 51%
j
A
A
a
1
k
a
1
&
,8oe&
@
I
k
1.
::
2 8 51%
f
(’
1~
1;
C
i-
A = Strip specimen (any circumferential
location for seamless).
B = Transverse specimen (any circumferential
location for seamless).
pipe the specimen shall be taken from a location midway between
C = Transverse weld specimen.
Figure 4 - Orientation
1.
For double
the welds.
seam
i
1.
/
of tensile test specimens
1.
1
!,
i
8.5.2.2
-
Flattening
Electric-welded
test (see also figure 3)
pipe grades higher than L175 non-expanded
in multiple
I
i
lengths.
I
-
l
Specimen
with end of coil location to be flattened
l
Specimen
from intermediate
Electric-welded
l
locations
with weld at 90”.
to be flattened
with weld at 0”.
pipe grades higher than L175 non-expanded
Samples from the crop end locations to be flattened
50 % of them with a weld position at 90”.
;
/
produced
!
in single length.
50 % of them with
a weld position
I
of 0” and
;
/
1,
48
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i
1
IS0 3183-1:1996(E)
0 IS0
-
Cold expanded electric-welded
outside diameter > 73 mm.
l
Samples
to be flattened
pipe grades higher than L175 and all other welded
pipe, in grade L175,
with weld at 90”.
NOTE 12 Flattening tests with the weld at the 0” orientation may be conducted at 180” and the 90” orientation at 270”
by agreement between the interested parties.
8.5.2.3
Bend test
A full-section
8.5.2.4
specimen
of appropriate
Manipulation
length shall be taken for bending.
tests for submerged
arc- and gas metal arc-welds
For the guided-bend
test the test specimens
one face-bend and one root-bend,
both conforming
figure 5, shall be taken from the helical or longitudinal weld and shall not contain repair welds.
8.5.2.5
Weld ductility
For the weld ductility
8.5.2.6
test
test a full-section
Fracture toughness
The specimens
notch oriented
specimen
of 50,8 mm minimum
Metallographic
specimens
from a location 90” from the weld, with the axis of the
as shown in figure D.2. For pipe outside diameters
shall be used.
examination
The test specimen
shall be taken from a weld cross-section.
8.6
test
Hydrostatic
Each length of pipe shall withstand,
without
pressure and holding time specified in 8.10.9.
8.7
Dimensional
8.7.1
Consistency
defined in 8.10.10.
testing
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.7.2
For pipe outside diameters
pipe shall be made on a random
working turn.
hydrostatic
test to at least the
shall be ensured
by adequate
methods
as
2 114,3 mm the outside diameter measurements
on the body of the
basis; there shall not be less than three measurements
per 8-hour
Each length of pipe shall be measured
8.7.4
Pipe outside
All other pipe shall be random
an inspection
and mass requirements
8.7.3
diameters
a leakage,
and weighing
with all dimensional
Copyright International Organization for Standardization
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length shall be used.
test
shall be oriented circumferentially
through the pipe wall thickness
I 168,3 mm, longitudinal
8.5.2.7
to
for conformity
with wall thickness
requirements.
c 114,3 mm in grades L175, L210 and L245 shall be reasonably
checked for conformity
with straightness
straight.
requirements.
49
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IS0 3183-1:1996(E)
8.8
0 IS0
Visual examination
All pipe shall be visually
examined
8.9
testing
Non-destructive
(see annex G).
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Except for grade L175 pipe, the weld seams of welded pipe outside diameters
2 60,3 mm shall be
inspected full length (100 %) in accordance with the methods specified in 8.10.11.1. In addition, the strip
end weld in finished
helical seam pipe shall be so inspected.
The location of equipment
in the
manufacturer’s
facility shall be at the discretion of the manufacturer.
By agreement between the interested parties, and when specified on the purchase
shall be non-destructively
tested in accordance with SR2 (annex D).
By agreement between interested parties, and when specified
be non-destructively
tested in accordance with SR7 (annex D).
8.10 Test methods
on the purchase
order, seamless
pipes
order, electric-welds
shall
Chemical
I
t
I
i
/
and results
If test equipment, whose calibration or verification is required under the provisions of this part of IS0 3183,
is subjected
to such unusual or severe conditions
that its accuracy would
become questionable,
recalibration or a new verification shall be performed before further use of the equipment.
8.10.1
I
,
2
1
/
IL
i
:
I
i”
1
analysis
)
Methods
and practices
The results of chemical
8.10.2
relating
to chemical
analysis
analysis shall be performed
shall comply
with the requirements
in accordance
with ASTM A 751.
in 7.2.
Tensile test
8.10.2.1
General
Testing procedure
annex II.
shall conform
to the requirements
of the latest edition
The results of the tensile test shall meet the requirements
of IS0 6892 or ASTM A 370,
for the steel grade concerned
shown
in table 3.
8.10.2.1.1 Tensile test machines
shall have been calibrated
within 15 months preceding
any test in
accordance
with the procedures
of ASTM E 4. Where yield strength
is determined
by the use of
extensometers,
such extensometers
shall be calibrated within the preceding 15 months in accordance with
the procedures of ASTM E 83.
8.10.2.1.2 All tensile tests, except transverse
strength for 0,5 % total elongation
(&,,),
elongation
after fracture
The percentage
where
elongation
( A 1 and shall be performed
elongation
S, is the initial
weld and ring tests, shall include determination
of the yield
the ultimate tensile strength (R,,,) and the percentage
of
after fracture
cross sectional
The strain rate shall be in accordance
;
[
1
1
/
,
!
I
1
I
!
I
j,
/
i
at room temperature.
shall be reported
area of the gauge
referred to a gauge length of 5,65 &
[
f
/
1
,!I
with
reference
length.
shall be determined
with the requirements
If other
to a gauge
gauge
in accordance
length
lengths
of 5,65 &
are used, the
with IS0 2566-l.
of IS0 6892.
I
!
:r
50
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1
0 IS0
IS0 3183-1:1996(E)
When determining
the elongation, the record or report shall show the nominal width of the test specimen
where strip specimens are used, the diameter and gauge length where round bar specimens are used, or
state if full section specimens are used. For L175 pipe, the manufacturer
may certify that the material
furnished has been tested and meets the mechanical requirements
of grade L175.
Hot flattening,
artificial
ageing or heat-treatment
of tensile specimens
is not permitted.
8.10.2.1.3 At the option of the manufacturer,
the specimen may be either full section, strip specimen,
round bar specimen as defined below. The type, size and orientation of the specimens shall be reported.
If suitable testing grips, with curved faces are used or if the ends of specimens
curvatures in the grip area, strip specimens
- shall be approximately
otherwise
are machined
to reduce the
31,8 mm wide in gauge length;
they shall be
- approximately
19,0 mm wide for pipe outside
diameters
c 101,6 mm;
- approximately
25,4 mm wide for pipe outside
diameters
101,6 mm to c 219,l mm, and
- approximately
38,l mm wide for pipe outside
diameters
2 219,l mm.
Alternatively,
when grips with curved faces are not available,
without heating.
8.10.2.2
or
Longitudinal
tensile
the ends of the specimens
may be flattened
tests
At the option of the manufacturer
longitudinal
tests may utilize a full section specimen, a strip specimen
or, for pipe with wall thickness greater than 19,l mm, a 12,7 mm diameter round bar specimen. The strip
specimen shall be tested without flattening.
8.10.2.3
Transverse
tensile tests
The transverse tensile
following methods.
properties
shall be determined,
at the option
of the manufacturer,
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
a) The yield strength, ultimate tensile strength and elongation
values shall be determined
flattened rectangular specimen or a 12,7 mm or 8,9 mm round bar specimen.
b) The yield strength shall
ASTM A 370. The ultimate
rectangular specimen.
be determined
tensile strength
by one of the
on either
a
by the hydraulic
ring expansion
test in accordance
with
and elongation values shall be determined from a flattened
The same method of testing shall be employed
for all lots in an order item. All transverse
tensile
specimens shall be as shown in IS0 6892 or ASTM A 370, annex II. All specimens shall represent the full
wall thickness of the pipe from which the specimen was cut, except for round bar tensile specimens.
Transverse
round bar specimens
are to be prepared from non-flattened
pipe sections. The 12,7 mm
diameter round bar specimens shall be used when the pipe size allows, and the 8,9 mm diameter round
bar specimen shall be used for other sizes. For pipe sizes too small to allow a 8,9 mm specimen, round bar
tensile specimens are not permitted.
8.10.2.4
Weld tensile
tests
Weld tensile properties shall be determined on a flattened rectangular specimen
thickness of the pipe. Weld reinforcement
may be removed at the manufacturer’s
need not include determination
of yield strength and elongation.
representing the full wall
option. Weld tensile tests
51
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0 IS0
IS0 3183-1:1996(E)
Flattening
8.10.3
of transverse
Flattening
and weld specimens
Electric-welded
l
.
l
-
8.10.4
with weld
position
given
in 8.5.2.2, in conformity
with
IS0 8492.
pipe in grades higher than L175.
For all pipe diameters to thickness ratios ( Dl T) I 10 - flatten to 2/3 of the original
there shall be no opening of the weld.
For pipe with a ( Dl T) > 10 - continue flattening
no cracks or breaks other than in weld.
to l/3 of the original
outside
outside
diameter:
diameter:
there shall be
For all D/T ratios - continue flattening until opposite walls of the pipe meet: there shall occur no
evidence of lamination or burnt metal during the entire test.
Grade L175 welded
l
at room temperature.
test
The flattening test shall be performed
Acceptable criteria shall be as follows:
-
shall be performed
pipe.
Flatten to 3/4 of the original outside diameter without weld fracture: continue flattening
the original outside diameter without cracks or breaks other than in the weld.
to 60 % of
Bend test
The bend test shall be carried out in accordance with IS0 8491. The full section specimen of appropriate
length shall be bent cold through 90”, around a mandrel having a diameter not greater than twelve times
the outside diameter of the pipe being tested, with the weld located approximately
45” from the point of
contact of the specimen with the mandrel. No cracks shall occur in any portion of the pipe, and no opening
shall occur in the weld.
NOTE 13 For the purpose of mechanical testing the weld of electric-welded pipe of nominal size 2 and larger, “the
weld” extends to a distance of 12,7 mm on either side of the fusion line. For pipe smaller than nominal size 2, “the
weld” extends to a distance of 6,35 mm on either side of the fusion line.
8.10.5
Manipulation
tests for submerged
arc- and gas metal arc-welds
For the guided-bend
test the specimens, conforming
to figure 5, shall be bent approximately
180” in a jig
substantially
in accordance with figure 6. For any combination
of outside diameter, wall thickness and
grade, the maximum value for jig dimension A may be calculated by the formula given in figure 6. The
manufacturer
shall use a jig based on this dimension, or a smaller dimension
at his option; however, to
minimize the number of jigs required, standard values for dimension A have been selected to pipe outside
diameters 2 323,9 mm. These values are listed for each diameter, wall thickness and grade in annex E. For
intermediate
grades or wall thicknesses, the next smaller standard value for dimension A shall be used.
When dimension A is greater than 228,6 mm, the length of the specimen required to contact the male die
need not exceed 228,6 mm. For pipe with wall thicknesses
over 19,l mm, a reduced wall specimen, as
shown in figure 5, may be used at the option of the manufacturer.
Reduced wall specimens shall be tested
in a jig with the A dimension calculated for 19,1 mm wall pipe of the appropriate
size and grade. The
specimen (a) shall not fracture completely,
(b) shall not reveal any cracks or ruptures in the weld metal
greater than 3,18 mm in length regardless of depth, and (c) shall not reveal any cracks or ruptures in the
parent metal, the heat affected zone, or fusion line longer than 3,18 mm and deeper than 12,5 % of the
specified wall thickness; except cracks which occur at the edges of the specimen and which are less than
6,35 mm long shall not be cause for rejection in (b) or (c) regardless of depth.
52
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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0 IS0
IS0 3183-1:1996(E)
Dimensions
A-
in millimetres
Specimen edges may be oxygen
cut and may also be machined
R 1.59 max.
-Wall
thickness (T)
,
I
I
152.4 min.
Weld reinforcement
shall be removed from both faces
Reduced wall specimens
Optlonal for wall thickness over 19.1 mm
I
a) Face bend
This material removed before or after
flattening, at manufacturer’s option
L
Reduced wall
thickness
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
b) Root bend
wall
L Reduced
thickness
Note - Use jig dimensions for 19.1 mm watt when testing with reduced wall specimens.
Figure 5 - Guided bend test specimen
53
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0 IS0
IS0 3183-1:1996(E)
Dimensions
hardened I‘oilers
Alternate
p*
4
‘i;
46
=
may be s”bstit”te
Jigs
c ,.
‘,’
$’
\ ;I
B
Adjustable
RA
in millimetres
Wrap-around
type
type
$4
B = A + 2T + 3,2mm
RB = +B
where
D
T
= specified
= specified
e
= strain
Specified
factor
outside diameter in millimetres
wall thickness in millimetres
e values:
167,5
137,5
132,5
125,0
117,5
(L210)
(L245, L290)
(L320)
(L360)
(L385)
112,5
1 IO,0
102,5
90,o
Figure 6 - Jig for guided
(L415)
(L450)
(L485)
(L555)
bend test
54
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
I,15 = peaking
IS0 3183-1:1996(E)
0 IS0
8.10.6
Weld ductility
tests
The specimens shall be flattened cold between parallel platens.
direction of applied force (i.e. the weld at the point of maximum
3,18 mm in any direction in the weld or the parent metal shall
distance between platens is less than the value of H calculated in
The weld shall be placed 90” from the
bending). No crack or breaks exceeding
occur on the outside surface until the
accordance with a) or b) below:
a) Grades less than L360
3,07 T
H=
0,07 + 3 ;
b) Grades L360 and higher
3,05 T
H=
0,05 + 3 ;
where
H
T
D
is the distance between flattening platens in millimetres;
is the specified wall thickness of the pipe in millimetres;
is the specified outside diameter of the pipe in millimetres.
Cracks which originate
cause for rejection.
8.10.7
Fracture
at the edge of the specimen
toughness
and which
are less than 6,35 mm long shall not be
test
For grade L555 the mandatory
ASTM A 370.
fracture
toughness
tests have to be performed
at 0 “C in accordance
with
Three 10 mm x 10 mm Charpy V-notch specimens shall be used if obtainable from the pipe diameter and
wall thickness. Otherwise appropriate specimen thicknesses shall be used with the required energy levels
reduced in proportion to the thickness.
For DWT-testing the test specimen, testing
with the latest edition of ANSI/API RP 5L3.
The test results shall comply
procedure,
with the requirements
and rating of the specimens
shall be in accordance
given in 7.3.3.
In case of grades lower than L555 - when so specified on the purchase order - the manufacturer
shall
conduct fracture toughness tests in accordance with SR3 or SR4 (annex D) or any combination
of these, as
specified by the purchaser. The testing temperature
for SR3 and SR4 test, and also the Charpy V-notch
energy value for SR3B, shall be selected by the purchaser.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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55
IS0 3183-1:1996(E)
8.10.8
Defective
0 IS0
mechanical
test specimen
For any of the mechanical tests in 8.5, any test specimen that shows defective preparation
or material
imperfections
unrelated to the intent of the particular mechanical test, whether observed before or after
testing, may be discarded and be replaced by another specimen from the same length of pipe.
8.10.9
Hydrostatic
test
Testing
conditions
8.10.9.1
Test pressures for all sizes of seamless pipe and for welded pipe with outside diameters c 508,O mm, shall
be held for not less than 5 s. Test pressures for welded pipe with outside diameters 2 508,O mm shall be
held for not less than 10 s. For threaded-and-coupled
pipe, the test shall be applied with the couplings
made up power-tight
if this is specified on the purchase order, except that pipe with outside diameters
> 323,9 mm may be tested in the plain-end condition. For threaded pipe furnished with couplings made up
handling-tight,
the hydrostatic test shall be made on the pipe in the plain-end or threads-only
condition or
with coupling applied, unless otherwise agreed upon by the interested parties.
8.10.9.2
Verification
of hydrostatic
test
In order to ensure that every length of pipe is tested to the required test pressure, each tester, except those
on which continuous welded pipe is tested, shall be equipped with a recording gauge that will record the
test pressure and the durationfor
each length of pipe, or be equipped with some positive and automatic or
interlocking
device to prevent pipe from being classified as tested until the test requirements
(pressure
and time) have been complied with. Such records or charts shall be available for examination
at the
manufacturer’s
facility by the purchaser’s
inspectors
when the purchaser
is so represented
at the
manufacturer’s
facility. The test pressure measuring device shall be calibrated by means of a dead weight
tester, or equivalent, within four months prior to each use. Calibration records retention shall be per 8.3.
Test pressures
The minimum
test pressures shall be the standard test pressures listed in tables 6, 7, 8 and 9 (or an
alternative test pressure - see footnote 4 in table 9) or an intermediate
or higher pressure at the discretion
of the manufacturer
unless specifically
limited by the purchaser, or a higher pressure as agreed upon
between the interested parties. The minimum
test pressure for grades, outside diameters,
and wall
thicknesses
not listed shall be computed
by the formula
given below. Where the unlisted wall is
intermediate
to walls whose test pressure has been arbitrarily
assigned, the test pressure for the
intermediate
wall shall be equal to the test pressure specified for the next heavier wall thickness. When
computed pressures are not an exact multiple of 100 kPa, they shall be rounded to the nearest 100 kPa.
The test pressures
P=
shall be computed
by the following
formula
and rounded
to the nearest 100 kPa.
2 000 ST
D
where
p is the hydrostatic test pressure, in kilopascals;
S is the fiber stress in megapascals, equal to a percentage
for the various sizes as shown in table 15;
T is the specified wall thickness, in millimetres;
D is the specified outside diameter, in millimetres.
of the specified
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minimum
yield strength
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.9.3
IS0 3183-1:1996(E)
0 IS0
Table 15 - Percentage
of specified
minimum
yield strength
of S
% of SMYS for calculation of S
Outside diameter
mm
Grade
(SMYS) for calculation
Standard test pressure
1Alternative test pressure
1) Test pressures established arbitrarily.
2) Test pressures were limited to 17 200 kPa for 5 88,9 mm outside diameter, and to 19 300 kPa for sizes
> 88,9 mm outside diameter. Test pressures for other sizes established arbitrarily.
3) Test pressures for grades L290 to L555 were limited to 20 700 kPa to accommodate
hydrostatic tester
limitations.
When the purchase order specifies a hydrostatic test that will produce a hoop stress greater than 90 % of
the specified minimum yield strength, and when SR5 (see annex D) is specified on the purchase order, the
test pressure shall be determined in accordance with SR5.
NOTES
14 The hydrostatic
test pressures given herein are inspection test pressures which
design, and do not necessarily have any direct relationship to working pressures.
are not intended
as a basis for
15 When hydrostatic testing in excess of 90 % of specified minimum yield strength, using the formula
applied forces for end sealing produce a compressive
longitudinal
stress which should be considered.
in 8.10.9.3, the
Supplementary
hydrostatic
For grades L290 and higher,
additional
internal pressure
supplementary
conditions
hydrostatic
test
the manufacturer,
by agreement between
tests, which may involve one or more
tests,
the formula
shown
in 8.10.9.3
shall
the interested parties, shall make
of the following
methods.
In all
be used
for stress
a) Hydrostatic
destructive tests in which the minimum
diameter of the pipe, but should not exceed 12,2 m.
length
of the specimen
b) Full-length
destructive
pressure
water column”
c) Hydrostatic
transverse
tests made by the “hydrostatic
yield strength
tests using accurate
NOTE 16 Acceptable gauges are the roller-chain
suitable gauges of a similar accuracy.
8.10.10
calculations.
Dimensions,
ring-expansion
is ten times
the outside
method.
strain gauges.
gauge, the “SR-4” (trade name) strain gauge, or other
mass and length
instruments
except
ring and plug thread
gauges
The accuracy
of all measuring
acceptance/rejection
shall be verified at least once every operating turn. Accuracy verification
length measuring tapes and other non-adjustable
measuring devices shall be defined as a visual
markings legibility and the general wear of fixed reference points. The verification
procedure
working
The
of test shall be as agreed upon.
gauges
manufacturer
shall
be documented.
The
adjustable
and
non-adjustable
shall be documented.
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designation
utilized
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.9.4
used for
of rules,
check of
of these
by the
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0 IS0
IS0 3183-1:1996(E)
If measuring equipment,
whose calibration or verification
is required under the provisions of this part of
IS0 3183, is subjected to such unusual or severe conditions that its accuracy would become questionable,
recalibration or a new verification shall be performed before further use of the equipment.
8.10.10.1
Outside
diameter
For pipe with outside diameters 2 114,3 mm, the outside
shall be made at the mill with a diameter tape.
diameter
Measuring methods for the pipe ends and the out-of-roundness
in 7.6.8.2 and 7.6.8.3.
8.10.10.2
measurements
are defined
on the body of the pipe
in connection
with tolerances
Wall thickness
Wall thickness measurements
shall be made with a mechanical caliper or with a properly calibrated nondestructive inspection device of appropriate accuracy. In case of dispute, the measurement
determined by
use of the mechanical caliper shall govern. The mechanical caliper shall be fitted with contact pins having
circular cross sections of 6‘35 mm diameter. The end of the pin contacting the inside surface of the pipe
shall
be rounded
to a maximum
radius
of 38,lO mm
for pipe with
outside
diameters
2 168,3 mm,
a
maximum radius of d/4 for pipe with outside diameters < 168,3 mm, with a minimum
radius of 3,2 mm.
The end of the pin contacting the outside surface of the pipe shall be either flat or rounded to a radius of
not less than 38,lO mm.
8.10.10.3
Mass
Each length of pipe with outside diameters 2 141,3 mm, shall be weighed separately, and the carload
masses determined.
Lengths of pipe with outside diameters
2 114,3 mm shall be weighed
either
individually
or in convenient lots, at the option of the manufacturer,
and the carload masses determined. A
carload is considered to be a minimum of 18 144 kg. Threaded-and-coupled
pipe shall be weighed with the
couplings
screwed on, but without thread protectors
except for carload weighings,
for which proper
allowance shall be made for the mass of thread protectors. Threaded-and-coupled
pipe may be weighed
without the couplings screwed on providing proper allowance is made for mass of the couplings.
8.10.10.4
Length
When pipe is furnished with threads and couplings, the length shall be measured to the outer face of the
coupling. The length of threaded-and-coupled
pipe may be determined without the couplings screwed on
providing proper allowance is made for the length of the couplings. The accuracy of length measuring
devices for length of pipe less than 30 m shall be + 0,03 m.
Straightness
Measurements
may be made using
measuring the greatest deviation.
8.10.11
8.10.11.1
Non-destructive
Methods
a taut string
or wire from
end to end along
the side of the pipe
testing
of inspection
Submerged
arc-welds shall be inspected by radiological
methods in accordance with 8.10.11.2. Such
inspection shall be full length, or for a minimum distance of 203 mm from each end if the balance of the
weld length is inspected by ultrasonic methods in accordance with 8.10.11.3.1 to 8.10.11.3.4.
Electric-welds
to 8.10.11.3.4.
shall be inspected by ultrasonic or electromagnetic
methods in accordance with 8.10.11.3.1
If necessary to meet the full length (100 %I inspection requirements
of 8.9, pipe ends shall
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.10.5
IS0 3183-1:1996(E)
0 IS0
be inspected by using hand-held
the interested parties.
ultrasonic
shear wave equipment,
or other NDT method
agreed between
Gas metal arc-welds shall be inspected full length by ultrasonic methods in accordance with 8.10.11.3.1 to
8.10.11.3.4. In addition, the welds shall be inspected by radiological
methods in accordance with 8.10.11.2
to 8.10.11.2.10 for a minimum distance of 203 mm from each end.
Strip end welds in finished helical seam pipe shall have been inspected in accordance with one or more of
the methods specified above for the weld type. Radiological
inspection shall include the junction of the
strip end weld with the helical seam weld and, for cold expanded pipe, shall be performed after expansion.
8.10.11.2
Radiological
8.10.11.2.1
inspection
Radiological
inspection
equipment
The homogeneity
of weld seams examined by radiological
methods shall be determined
X-rays directed through the weld material onto a suitable radiographic
film or fluorescent
television screen provided adequate sensitivity can be obtained.
8.10.11.2.2
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Operators
Fluoroscopic
of fluoroscopic
operator
equipment
Details of such training, testing
in these programmes
shall be:
a) Classroom
instructions
by means of
screen, or a
qualification
shall be trained,
and certification
in the fundamentals
tested and certified
programmes
of radiological
by the pipe manufacturer.
shall be available
inspection
to the purchaser.
Included
techniques.
b) On the job training
designed to familiarize
the operator with specific installations
including
the
appearance and interpretation
of weld imperfections
and defects. The length of time for such training
shall be of sufficient duration to assure adequate assimilation
of the knowledge required for conducting
the inspection.
c) Knowledge
of appropriate
d) A physical examination
the required inspection.
requirements
of this specification.
at least once per year to determine
the operator’s
optical
capability
e) Upon completion
of a) and b) above, an examination
shall be given by the manufacturer
the operator is qualified to properly perform fluoroscopic
examinations.
8.10.11.2.3
Operator
to perform
to determine
if
certification
Certified operators whose work has not included fluoroscopic
inspection for a period of one year or more
shall be recertified by successfully completing the examination
of e) above and also passing the physical
examination
of d) above. Substantial changes in procedure or equipment shall require recertification
of the
operators.
8.10.11.2.4
Radiological
NDT reference
standards
Unless otherwise specified, the reference standard shall be the API hole standard penetrameter
described
in a) below or, at the option of the manufacturer,
the IS0 wire penetrameter
(wire type image quality
indicator in accordance
with IS0 1027) described in b) below. By agreement
between the interested
parties, other standard penetrameters
may be used.
a) API hole standard penetrameter:
The API hole standard penetrameter
shall be as shown in figure 7 and
made of a material with the same radiological
characteristics
as the pipe. The thickness
of the
penetrameter
shall be a maximum
of 4 % of the nominal
wall thickness.
Either 2 % or 4 %
penetrameters
may be used, the sizes of which are shown in tables 16 and 17.
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IS0 3183-1:1996(E)
0 IS0
Dimensions
38
T
P ‘>.-.~.++
k:-.v
Identifying
1
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
I-
in millimetres
number
The diameter of each hole shall be I,6 mm.
Holes shall be round and drilled perpendicular
to the surface.
Holes shall be free of burrs, but edges shall not be bevelled.
Each penetrameter
shall carry a lead identification
number as given in tables 16 and 17.
Figure 7 - API standard
Table 16 - API hole standard
Identifying
I
4 % penetrameters
above
mm
I
urlto
mm
4,8
I
64
73
93
II,1
12,7
15.9
19,l
25,4
31,8
38,l
6,4
I
73
93
II,1
12.7
15,9
19,l
25,4
31,8
I
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Maximum penetrameter
thickness
I
Wall thickness
number
10
12
15
17
20
25
30
40
50
60
penetrameter
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mm
I
0,25
0,32
0,38
0,45
0,51
0.64
0,76
I,02
I,27
I,52
I
IS0 3183-1:1996(E)
0 IS0
Table 17 - API hole standard
Identifying
2 % penetrameters
Maximum
penetrameter
thickness
Wall thickness
number
up to
I
I
mm
I
6.4
mm
0.13
-I ~0,15
0,19
above
mm
5.1
-,
64
789
ne
J,i)
I
7;i
95
T
12,7
15,9
19.1
22.2
I
25.4
I
~~
17~7
.-,.
15,9
19,l
22.2
25.4
31.8
I
0~75
-,--
I
I
0,32
0,38
0.45
0.51
0.64
b) IS0 wire penetrameter:
The IS0 wire penetrameter
shall be Fe l/7, Fe 6/12 or Fe IO/16 in accordance
with tables 18 and 19 for the appropriate wall thickness. When the wire penetrameter
is placed across
the weld, the diameter of the wire employed shall be based on the specified wall thickness plus the
estimated
thickness
of the weld reinforcement
(not to exceed the maximum
allowed)
at the
penetrameter
location. When the penetrameter
is placed on the base metal, the diameter of the wire
employed shall be based on the specified wall thickness.
Table 18 - IS0 wire 4 % penetrameters
Wire diameter
Wall thickness
Wire number
above
I
up to
I
I
I
6
I
20.3
I
25.4
I
1.00
I
I
11
I
6.4
5,l
4,l
32
I
8.3
I
0.32
0,25
0,20
0,16
0,13
0,lO
I
12
13
14
15
16
23
2,o
64
5,l
4,l
32
23
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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IS0 3183-1:1996(E)
0 IS0
Table 19 - IS0 wire 2 % penetrameters
Wire diameter
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Wire number
10
11
12
16,5
12,7
IO,1
10
11
12
13
14
15
16,5
12,7
IO,1
20,3
16,5
12,7
0,40
0,32
0,25
20,3
16,5
12,7
IO,1
0,40
0,32
0,25
0,20
0,16
0,13
Fe IO/16
8.10.11.2.5
Frequency
83
83
6,4
5,l
6,4
of calibration
The penetrameter
shall be used to check the sensitivity and adequacy of the radiographic
technique on
one pipe in every lot of 50 pipes, but not less than twice per 8-hour working shift, when the fluoroscopic
method is used full length, and on each film when film is used. When film is used full length, one
penetrameter
shall be used for each length of pipe. The pipe shall be held in a stationary position during
the adjustment of the radiographic technique by use of the penetrameter.
Proper definition and sensitivity
is attained when all three holes of the API standard
penetrameter
or individual
wires of the IS0
penetrameter
are clearly discernible.
8.10.11.2.6
Procedure
To evaluate
9,5 mm shall
centre of the
spaced 304,8
as described
adjusted so
penetrameter,
8.10.11.2.7
for evaluating
in-motion
operation
of fluoroscope
the definition
of defects at operational
speeds, a pipe section having a minimum
wall of
be used. Series of 0,8 mm holes, as shown in example 6, figure 8 shall be drilled into the
weld to a depth of 100 percent of the total thickness. At least four such series shall be used,
mm apart. As an alternative to the use of the pipe section described above, a penetrameter
in 8.10.11.2.4 may be used at the option of the manufacturer.
The speed of operation shall be
that the holes in the pipe section or API penetrameter
or individual
wires in the IS0
are clearly visible to the operator.
Acceptance
limits for radiological
Radiological
examination
shall be capable
8.10.11.2.8 and 8.10.11.2.9.
inspection
of detecting
weld
imperfections
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and defects
as described
in
IS0 3183-1:1996(E)
0 IS0
Example
1 : two 3,2 mm discontinuities
,
l
l
6
a
4
Example
2 : one 3.2 mm, one 1,6 mm, two 0.8 mm discontinuities
l
0
. ... ..
+
Example
3 : one 3.2 mm, one 0.8 mm, six 0.4 mm discontinuities
0
Example
4 : four
0
0
0
1.6 mm discontinuities
1
0
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
’
Example
5 : two
1.6 mm,
Example
6 : eight
0
.
l
b
.
four 0.8 mm discontinuities
0.8 mm discontinuities
. . . . . . . . . . . . . . . .
Example
7 : sixteen
0,4 mm discontinuities
.
.
.
. .
. .
.
.
Example
6 : scattered,
.
.
.
.
.
three 0.8 mm, ten 0,4 mm discontinuities
Figure 8 - Examples of maximum distribution
circular slag-inclusion
and gas-pocket-type
patterns of indicated
discontinuities
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0 IS0
IS0 3183-1:1996(E)
8.10.11.2.8
imperfections
observed
during
radiological
The maximum
acceptance size and distribution
shown in tables 20 and 21 and figures 8 and 9.
NOTE 17 Unless
inspection
of slag inclusion
and/or
gas pocket
discontinuities
are
the discontinuities
are elongated, it cannot be determined with certainty whether the radiological
slag inclusions or gas pockets. Therefore, the same limits apply to all circular-type
indications represent
discontinuities.
The important factors to be considered in determining
rejection or acceptance limits are size and spacing
of discontinuities
and the sum of the diameters in an established distance. For simplicity, the distance is
established as any 152,4 mm length. Discontinuities
of this type usually occur in an aligned pattern, but no
distinction
is made between aligned or scattered patterns. Also, the distribution
pattern may be of
assorted sizes.
8.10.11.2.9
Defects observed
during
radiological
inspection
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Cracks, lack of complete penetration, or lack of complete fusion, and discontinuities
greater in size and/or
distribution
than shown in tables 20 and 21 and figures 8 and 9, as indicated by radiological
examination
shall be considered defects. See G.4 for disposition of pipe containing defects.
Example
1 : one 12,7 mm discontinuity
Example
2 : two 6.4 mm discontinuities
Example
3 : three 3.2 mm discontinuities
Figure 9 - Examples of maximum distribution
patterns
elongation slag-inclusion-type
discontinuities
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of indicated
IS0 3183-1:1996(E)
0 IS0
Table 20 - Elongated
slag-inclusion-type
Maximum dimensions
accumulated
Size
I
Maximum number
in any 152,4 mm
mm
152,4
1
76,2
2
50,8
3
in any 152,4 mm shall not exceed 12,7 mm.
length of discontinuities
Table 21 - Circular
(see figure 9)
Minimum separation
mm
I,6 x 12,7
I,6 x 6,4
I,6 x 3,2
1) Maximum
discontinuitiesl)
slag-inclusion
and gas-pocket-type
Adjacent size
mm
3,22’
3,2*’
3,22r
3.22)
mm
3,2
I,6
I,6
I,6
083
03
I,6
0,8
discontinuitiesl)
I
Minimum separation
I
mm
50,8
25,4
12,7
9.5
12,7
I,6
0,8
0.4
0,4
1
93
6,4
6,43’
088
(see figure 8)
Maximum number
in any 152.4 mm
2
varies
varies
varies
4
varies
varies
8
varies
16
0,4
4,8
OR4
0,4
32
1) The sum of the diameters of all discontinuities
in any 152,4 mm shall not exceed 6,4 mm.
2) Maximum
size discontinuity
for wall thickness 5 6,4 mm shall be 2,4 mm.
3) Two discontinuities
I 0,8 mm, may be as close as one diameter apart provided they are separated
any other discontinuity
by at least 12,7 mm.
8.10.11.2.10
Disposition
of defects observed
during
radiological
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Any weld defect detected as a result of radiological examination
containing the defect shall be in accordance with G.4.
8.10.11.3
8.10.11.3.1
Ultrasonic
and electromagnetic
I
from
inspection
shall be rejected.
Disposition
of the pipe
inspection
Equipment
Any equipment
utilizing the ultrasonic
or electromagnetic
principles
and capable of continuous
and
interrupted inspection of the weld seam shall be used. The equipment shall be checked with an applicable
reference standard as described
in 8.10.11.3.2 at least once every working
turn to demonstrate
its
effectiveness
and the inspection procedures. The equipment
shall be adjusted to produce well defined
indications when the reference standard used by the manufacturer
is scanned by the inspection unit in a
manner simulating the inspection of the product, and shall be capable of inspection I,6 mm on either side
of the weld line for the entire wall thickness.
8.10.11.3.2
NDT reference
standards
Reference standards shall have the same specified diameter and thickness as the product being inspected
and may be of any convenient
length as determined
by the manufacturer.
Reference standards shall
contain machined notches, one on the inside surface and one on the outside surface, or a drilled hole as
shown in figure 10 at the option of the manufacturer.
The notches shall be parallel to the weld seam and
shall be separated by a distance sufficient to produce two separate distinguishable
signals. The I,6 mm or
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0 IS0
IS0 3183-1:1996(E)
3,2 mm hole shall be drilled
shown in figure IO.
through
the wall and perpendicular
to the surface
of the reference
standard
as
NOTE 18 The reference standard defined above are convenient
standards for calibration
of non-destructive
testing
equipment. The dimensions
of these standards should not be construed as the minimum
size imperfection
detectable
by such equipment.
8.10.11.3.3
Acceptance
Table 22 gives
that produces
defect unless
provisions
of
film radiological
limits
the height of acceptance limit signals produced by reference standards. An imperfection
a signal greater than the acceptance limit signal given in table 22 shall be considered
a
it can be demonstrated
by the manufacturer
that the imperfection
does not exceed the
G-3. Alternatively,
indicated imperfections
in submerged-arc
welds may be reinspected
by
methods using 2 % penetrameters,
in accordance with 8.10.11.2.
Table 22 - Acceptance
Notch type
Weld type
Submerged
arc, gas metal
arc and repair welds
Size hole
Acceptance
limit
mm
%
N5
I,6
100
All other
32
32
33 l/3
100
80
N 10, V IO
B, P
Electric-weld
limits
signal
In addition, for gas metal arc-welds, continuous
flaw signals greater than 254 mm length, regardless of
signal height, but greater than the background signal (noise) shall be reinspected by radiological
methods
in accordance with 8.10.11.2 (as modified above) or by other techniques
as agreed upon between the
interested parties.
8.10.11.3.4
Defects
welding
Weld repair
in the weld, found by ultrasonic or electromagnetic
methods
and non-destructively
reexamined in accordance with G.5.
8.10.11.3.5
Reinspection
of inspection,
may be repaired
by
of pipe ends
For cold expanded welded pipe non-destructively
inspected only prior to cold expansion, the weld at each
end of each length shall be non-destructively
reinspected subsequent to cold expansion for a distance of
at least 152,4 mm by any of the methods specified in 8.10.11.1 or by the magnetic particle method in
accordance with 8.10.11.4.
8.10.11.4
Magnetic
particle
(For pipe ends per 8.10.11.3.5
8.10.11.4.1
inspection
and for weld repairs to the pipe body.)
Equipment
The equipment used for magnetic particle inspection shall produce a magnetic field, transverse to the weld
and of sufficient intensity to indicate weld area defects in the external surface of the pipe of the following
character: open welds, partial or incomplete welds, intermittent
welds, cracks, seams and slivers.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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IS0 3183-1:1996(E)
0 IS0
Dimensions
B (buttress)
in millimetres
notch
60” max.
+Fy
I
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
VI0 notch
Area of each side, 3.N mm* max.
P (parallel slded) notch
t-r--i
1 max.
Length
For eddy current: 38 mm max. total length
For diverted flux and ultrasonic: 50 mm min. at full depth
N5andNlOnotches
I
\ \
I
Orllled hole
Figure 10 - Reference standards
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0 IS0
IS0 3183-1:1996(E)
8.10.11.4.2
Reference
standard
arrangements
shall be made by the manufacturer
to perform
a
If requested
by the purchaser,
demonstration
for the purchaser or his representative
during production of his order. Such demonstration
shall be on basis of pipe in process or sample lengths of similar pipe retained by the manufacturer
for that
purpose and which exhibit natural or artificially produced defects of the character stated in 8.10.11.4.1.
Acceptance
limits
The manufacturer
shall mark each magnetic particle indication and subsequently
explore each indication
with respect to depth of the imperfection.
Imperfections
which require grinding or chipping to determine
their depth shall be completely
removed by grinding, or by cutting off, or may be repaired by welding in
accordance with G.5 and reexamined non-destructively.
8.11
Invalidation
of chemical,
mechanical
and technological
tests
A test will be invalid
(see also IS0 404, 8.4) if the results are unsatisfactory
a) faulty
production
of the test piece not attributable
b) faulty
mounting
c) faulty working
due to:
to defects in the steel itself;
of the test piece;
of the test machine.
In each of these cases, the test shall be repeated.
8.12
Re-tests
8.12.1
Analyses
If the product analyses of both samples representing the cast fail to conform to the specified requirements,
at the manufacturer’s
option either the cast shall be rejected or the remainder of the cast shall be tested
individually
for conformity to the specified requirements.
If the product analysis of only one of the samples
representing
the cast fails to conform to the specified requirements,
at the manufacturer’s
option either
the cast shall be rejected or two recheck analyses shall be made using two additional samples from the
cast. If both recheck analyses conform to the specified requirements,
the cast shall be accepted, except for
the pipe, plate or skelp, from which the initial sample that failed was taken. If one or both recheck analyses
fail to conform to the specified requirements,
at the manufacturer’s
option either the cast shall be rejected
or the remainder of the cast shall be tested individually for conformance
to the specified requirements.
For such individual
Samples
samples.
8.12.2
for
testing,
recheck
analyses for only the rejecting
analyses
shall
be taken
element
in the same
or elements
location
need to be determined.
as specified
for
product
analysis
Tensile test
If the tensile test specimen representing
a lot of pipe fails to conform to the specified requirements,
the
manufacturer
may elect to make retests on two additional
lengths from the same lot. If both retest
specimens conform to the requirements,
all the lengths in a lot shall be accepted, except the length from
which the initial specimen was taken. If one or both of the retest specimens fail to conform to the specified
requirements,
the manufacturer
may elect to test individually
the remaining lengths in the lot, in which
case determinations
are required only for particular requirements
with which the specimens failed to
comply in the preceding tests. Specimen for retest shall be taken in the same manner as the specimen
which failed to meet the minimum requirements.
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.11.4.3
IS0 3183-1:1996(E)
0 IS0
8.12.2.1
Defective
tensile
test specimen
When the elongation of any tensile test specimen is less than that specified and if any part of the fracture
is outside the middle third of the gauge length, as indicated by scribe scratches marked on the specimen
before testing, a retest shall be allowed.
8.12.3
Flattening
Flattening
test
retest provisions
Non-expanded
are as follows.
electric-welded
pipe produced
in single length, higher than grade L 175.
Manufacturer
may elect to retest any failed end until the requirements
is not less than 80 % of its length after initial cropping.
Non-expanded
electric-welded
pipe produced
in multiple
lengths,
higher
are met providing
the finished
pipe
than grade L 775.
Manufacturer
may elect to retest each end of each individual length if any test fails. The retests for each
end of each individual length shall be made with the weld alternately at 0” and 90”.
Cold-expanded
diameters
electric-welded
pipe
higher
than
grade
Ll75
and all welded
L175 pipe
with
outside
_<73,0 mm.
Manufacturer
may elect to retest one end from each of two additional
lengths of the same lot. If both
retests are acceptable, all lengths in the lot shall be accepted, except the original failed length. If one or
both retests fail, the manufacturer
may elect to repeat the test on specimens cut from one end of each of
the remaining individual lengths in the lot.
8.12.4
Bend test
If the specimen fails to conform to the specified requirements,
the manufacturer
may elect to make retests
on specimens cut from two additional lengths from the same lot. If all retest specimens conform to the
specified requirements,
all lengths in the lot shall be accepted, except the length from which the initial
specimen was taken. If one or more of the retest specimens fail to conform to the specified requirements,
the manufacturer
may elect to repeat the test on specimens cut from the individual lengths remaining in
the lot.
8.12.5
Guided-bend
test
If one or both of the guided-bend
specimens
fail to conform
to the specified
requirements,
the
manufacturer
may elect to repeat the tests on specimens cut from two additional lengths of pipe from the
same lot. If such specimens conform to the specified requirements,
all lengths in the lot shall be accepted,
except the length initially selected for test. If any of the retest specimens
fail to pass the specified
requirements,
the manufacturer
may elect to test specimens cut from the individual lengths remaining in
the lot. The manufacturer
may also elect to retest any length which has failed to pass the test by cropping
back and cutting two additional specimens from the same end. If the requirements
of the original test are
met by both of these additional tests, that length shall be acceptable. No further cropping and retesting is
permitted. Specimens for retests shall be taken in the same manner as specified in 8.5.2.4.
8.12.6
Weld ductility
test
If the weld ductility test specimen representing a lot of pipe fails to conform to the specified requirements
of 8.5.2.5, the manufacturer
may elect to make retests on two additional lengths from the same lot. If both
retest specimens conform to the requirements,
all the lengths in the lot shall be accepted, except the
length from which the initial specimen was taken. If one or both of the retest specimens fail to conform to
the specified requirements,
the manufacturer
may elect to test specimens
cut from one end of the
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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69
0 IS0
IS0 3183-1:1996(E)
individual lengths remaining in the lot. Precaution shall be taken so that the specimens can be
with respect to the length of pipe from which they were cut. The manufacturer
may also elect to
length which has failed to pass the above test procedure by cropping back and cutting two
specimens from the same end. If the weld ductility test requirements
are met by both of these
tests, that length shall be acceptable. No further cropping and retesting is permitted.
8.12.7
Fracture toughness
identified
retest any
additional
additional
test
For grade L555 retests shall not be made.
If the all-cast average of the order does not meet 68 J, the manufacturer
replacement of casts as may be necessary to bring the average up to 68 J.
shall
be responsible
for the
If the all-cast average of the order does not meet the required percent shear area, the manufacturer
shall
be responsible for replacement
of such casts as may be necessary to bring the average to the required
value.
For grades lower than L555 retests may be made in accordance
9.1
Marking
of pipes and pipe couplings
General
Pipes and pipe couplings
manufacturer
as specified
a) The required
marking
manufactured
hereinafter.
in conformity
with this part of IS0 3183 shall be marked
on pipe shall be paint stencilled
as stipulated
b) The required
marking on couplings
shall be die stamped
interested parties, in which case they shall be paint stenciled.
c) Length and hydrostatic
9.2
Location
The location
test pressure
markings
by the
in 9.2.
unless
otherwise
agreed
between
the
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
9
with SR3 and SR4 (annex D).
shall be in metric units.
of marking
of identification
markings,
shall be as follows:
Outside diameters < 48,3 mm - The marking requirements
to the bundle, or may be printed on the straps or banding
of 9.2 shall be die stamped
clips used to tie the bundle.
on a metal tag fixed
Seamless pipe in all other sizes and welded pipe outside diameters up to 406,4 mm - Paint stencil on the
outside surface starting at a point between 457,0 mm and 762 mm from the end of the pipe, and in the
sequence shown below, except when agreed between the interested parties some or all of the markings
may be placed on the inside surface in a sequence convenient to the manufacturer.
Welded pipe outside diameters 2 406,4 mm - Paint stencil on the inside surface starting
than 152,4 mm from the end of the pipe in a sequence convenient to the manufacturer,
specified by the purchaser.
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at a point no less
unless otherwise
IS0 3183-1:1996(E)
0 IS0
8.12.2.1
Defective
tensile
test specimen
When the elongation of any tensile test specimen is less than that specified and if any part of the fracture
is outside the middle third of the gauge length, as indicated by scribe scratches marked on the specimen
before testing, a retest shall be allowed.
8.12.3
Flattening
Flattening
test
retest provisions
Non-expanded
are as follows.
electric-welded
pipe produced
in single length, higher than grade L 175.
Manufacturer
may elect to retest any failed end until the requirements
is not less than 80 % of its length after initial cropping.
Non-expanded
electric-welded
pipe produced
in multiple
lengths,
are met providing
the finished
pipe
higher than grade L 175.
Manufacturer
may elect to retest each end of each individual length if any test fails. The retests for each
end of each individual length shall be made with the weld alternately at 0” and 90”.
Cold-expanded
diameters
electric-welded
pipe
higher
than
grade
L175 and all welded
L175 pipe
with
outside
_<73,0 mm.
8.12.4
Bend test
If the specimen fails to conform to the specified requirements,
the manufacturer
may elect to make retests
on specimens cut from two additional lengths from the same lot. If all retest specimens conform to the
specified requirements,
all lengths in the lot shall be accepted, except the length from which the initial
specimen was taken. If one or more of the retest specimens fail to conform to the specified requirements,
the manufacturer
may elect to repeat the test on specimens cut from the individual lengths remaining in
the lot.
8.12.5
Guided-bend
test
If one or both of the guided-bend
specimens
fail to conform
to the specified
requirements,
the
manufacturer
may elect to repeat the tests on specimens cut from two additional lengths of pipe from the
same lot. If such specimens conform to the specified requirements,
all lengths in the lot shall be accepted,
except the length initially selected for test. If any of the retest specimens
fail to pass the specified
requirements,
the manufacturer
may elect to test specimens cut from the individual lengths remaining in
the lot. The manufacturer
may also elect to retest any length which has failed to pass the test by cropping
back and cutting two additional specimens from the same end. If the requirements
of the original test are
met by both of these additional tests, that length shall be acceptable. No further cropping and retesting is
permitted. Specimens for retests shall be taken in the same manner as specified in 8.5.2.4.
8.12.6
Weld ductility
test
If the weld ductility test specimen representing a lot of pipe fails to conform to the specified requirements
of 8.5.2.5, the manufacturer
may elect to make retests on two additional lengths from the same lot. If both
retest specimens conform to the requirements,
all the lengths in the lot shall be accepted, except the
length from which the initial specimen was taken. If one or both of the retest specimens fail to conform to
the specified requirements,
the manufacturer
may elect to test specimens
cut from one end of the
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Manufacturer
may elect to retest one end from each of two additional
lengths of the same lot. If both
retests are acceptable, all lengths in the lot shall be accepted, except the original failed length. If one or
both retests fail, the manufacturer
may elect to repeat the test on specimens cut from one end of each of
the remaining individual lengths in the lot.
0 IS0
IS0 3183-1:1996(E)
individual lengths remaining in the lot. Precaution shall be taken so that the specimens can be
with respect to the length of pipe from which they were cut. The manufacturer
may also elect to
length which has failed to pass the above test procedure by cropping back and cutting two
specimens from the same end. If the weld ductility test requirements
are met by both of these
tests, that length shall be acceptable. No further cropping and retesting is permitted.
8.12.7
Fracture toughness
identified
retest any
additional
additional
test
For grade L555 retests shall not be made.
If the all-cast average of the order does not meet 68 J, the manufacturer
replacement of casts as may be necessary to bring the average up to 68 J.
shall be responsible
for the
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
If the all-cast average of the order does not meet the required percent shear area, the manufacturer
shall
be responsible for replacement
of such casts as may be necessary to bring the average to the required
value.
For grades lower than L555 retests may be made in accordance
9
9.1
Marking
of pipes
and pipe couplings
General
Pipes and pipe couplings
manufacturer
as specified
a) The required
marking
manufactured
hereinafter.
in conformity
with this part of IS0 3183 shall be marked
on pipe shall be paint stencilled
as stipulated
b) The required
marking on couplings
shall be die stamped
interested parties, in which case they shall be paint stenciled.
c) Length and hydrostatic
9.2
with SR3 and SR4 (annex D).
Location
The location
test pressure
markings
by the
in 9.2.
unless
otherwise
agreed
between
the
shall be in metric units.
of marking
of identification
markings,
shall be as follows:
Outside diameters I 48,3 mm - The marking requirements
to the bundle, or may be printed on the straps or banding
of 9.2 shall be die stamped
clips used to tie the bundle.
on a metal tag fixed
Seamless pipe in all other sizes and welded pipe outside diameters up to 406,4 mm - Paint stencil on the
outside surface starting at a point between 457,0 mm and 762 mm from the end of the pipe, and in the
sequence shown below, except when agreed between the interested parties some or all of the markings
may be placed on the inside surface in a sequence convenient to the manufacturer.
Welded pipe outside diameters 2 406,4 mm - Paint stencil on the inside surface starting
than 152,4 mm from the end of the pipe in a sequence convenient to the manufacturer,
specified by the purchaser.
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at a point no less
unless otherwise
IS0 3183-1:1996(E)
0 IS0
9.3
Sequence
The sequence
of markings
of identification
a) Manufacturer’s
markings
shall be as follows:
name or mark (XI
b) Designation
of this part of IS0 3183 shall be marked when the product
this International
Standard.
is in complete
c) Compatible standards. Products
the name of each standard.
standards
in compliance
with multiple
compatible
d) Designations.
The size and mass designations
are dimensionless
quantities
mass per metre. The size designation
(see column 1, tables 6 to 9) shall
compliance
with
may be marked with
based on diameter and
be marked. For outside
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
diameters 2 114,3 mm, the nominal mass for threaded-and-coupled
pipe (see column 2, tables 6 and 7)
and the tabulated mass for plain-end pipe (see M in column 1, tables 8 and 9) shall be marked.
e) Grade and class
The symbols
Grade
Grade
Grade
Grade
Grade
Grade
Grade
Grade
Grade
Grade
Grade
Grade
to be used are as follows:
L175 class I
Ll75 class II
L210
L245
L290
L320
L360
L390
L415
L450
L485
L555
L175
L175 R
L210
L245
L290
L320
L360
L390
L415
L450
L485
L555
For grades intermediate
to L290 and L390, the symbol
specified minimum yield strength.
For all grades L320 and higher, including
titanium, the grade symbol shall be followed
shall be “L” followed
by the first three digits
intermediate
grades, containing
niobium, vanadium
by the letter(s) C, V, T or combination
thereof.
By agreement between the interested parties and when so specified
be identified by colour in accordance with SR3 (annex D).
on the purchase
of the
and/or
order, the grade shall
NOTE 19 See 7.1 for limitations on downgrading.
f) Process of manufacture
The symbols
to be used are as follows:
Seamless pipe .............................................................................................................................................
Welded pipe, except continuous welded .................................................................................................
Continuous welded pipe ............................................................................................................................
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S
W
F
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0 IS0
IS0 3183-1:1996(E)
g) Heat treatment
The symbols
to be used are as follows:
Normalized or normalized and tempered
... .. .. .. .. .. .. .. .. .. ... .. ... .. .. .. ... .. .. .. . .. .. . .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. .. . ... .. . N
HS
Subcritical stress relieved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..~...............................................................................
Subcritical age hardened . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HA
Quenched and tempered . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..~.................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q
h) Test pressure
When the specified hydrostatic test pressure is higher than the tabulated pressure
test pressure in kPa preceded by the word TESTED, shall be paint stencilled.
i) Supplementary
(see tables 6 to 9) the
requirements
See annex D.
EXAMPLES:
1. Size 14, mass 54,57, grade L245 seamless,
follows:
regular-mass,
X3183-1,
2. Size 6 5/8, mass 18,97, grade
stencilled as follows:
14
3. Nominal size 4, grade L175, continuous
paint stencilled as follows:
6 518
welded,
X3183-1,
4. Size 14, mass 54,57, grade L290, seamless,
II,00
14
9.4
plain-end
12 314
plain-end
6 518
14,97
12 314
43,77
be paint
threaded
line pipe should
be
as follows:
S
be paint stencilled
L290
as follows:
S
pipe should
L290
pipe should
F
pipe should
plain-end
as
W
be paint stencilled
L290
43,77
be paint stencilled
as follows:
W
arc-welded
L290
plain-end
pipe should
be paint
W
Bundle identification
For pipe with outside diameter I48,3 mm, the identification
the tag, strap, or clip used to tie the bundle.
72
mass,
L175
54,57
be paint stencilled
S
L245
7. Size 12 3/4, mass 43,77, grade L290, helical seam submerged
stencilled as follows:
X3183-1,
pipe should
class 1, standard-mass,
6. Size 6 5/8, mass 14,97, grade L290, electric-welded
X3183-1,
regular
steel pipe should
43,77, grade L290, seamless
X3183-1,
L245
18,97
4
X 3183-1,
5. Size 12 3/4,‘mass
54,57
L245, electric-welded,
X 3183-1,
plain-end
markings
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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specified
in 9.2 shall be placed on
IS0 3183-1:1996(E)
0 IS0
9.5
Length
In addition
follows:
to the identification
markings
stipulated
in 9.1, 9.2 and 9.3 the length
shall
be marked
as
a) For pipe with outside diameter > 48,3 mm, the length in metres and hundredths
of metre, unless
otherwise specified on the purchase order, as measured on the finished pipe shall be paint stencilled on
the outside surface at a place convenient
to the manufacturer,
except by agreement
between the
interested parties the length marking may be placed inside the pipe at convenient location.
b) For pipe with outside diameter I48,3 mm, the total length of pipe in the bundle in metres and
hundredths
of metre unless otherwise specified on the purchase order, shall be marked on the tag,
band or clip.
9.6
Couplings
All couplings
“3183-1”.
9.7
in nominal
size 2 and larger shall be identified
with the manufacturer’s
name or mark and
Die stamping
Cold die-stamping
of grades
higher
than L175 plate or pipe not subsequently
heat treated,
and all pipe
with wall thickness 5 4,0 mm is prohibited, except that by agreement between the interested parties and
when so specified on the purchase order, pipe or plate may be cold die stamped. The manufacturer,
at his
option, may hot die stamp (93 “C or higher) plate or pipe, cold die stamp plate or pipe if it is subsequently
heat treated and cold die stamp couplings. Cold die-stamping
shall be done with rounded or blunt dies. All
die-stamping
shall be at least 25,4 mm from the weld for all grades except grade L175.
9.8
Thread identification
At the manufacturer’s
option, any pipe threads which conform to the threading and gauging stipulation
given in the latest edition of IS0 10422 may be identified by stamping or stencilling the product adjacent to
such thread, with the manufacturer’s
name or mark, the size and the letters LP to indicate the type of
thread.
For example,
nominal
size 6 IS0 line pipe threads
may be marked:
X 104226LP
If the product
omitted.
9.9
is clearly marked elsewhere
with the manufacturer’s
identification,
his name or mark may be
Thread certification
The use of the letters as provided in 9.7 shall constitute a certification
by the manufacturer
that the threads
so marked comply with the requirements
stipulated in the latest edition of IS0 10422, but should not be
construed by the purchaser as a representation
that the product so marked is, in its entirety, in accordance
with any IS0 Standard.
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73
0 IS0
IS0 3183-1:1996(E)
9.10 Pipe processor
markings
Pipe heat treated by a processor other than the original pipe manufacturer
shall be marked as stipulated in
9.1 to 9.7. The processor shall remove any identity which is not indicative of the new condition
of the
product as a result of heat treating (i.e. prior grade identity, original pipe manufacturer’s
name or logo).
10 Protective
coatings
Unless otherwise ordered, pipe shall be given an external coating to protect it from rusting in transit.
attempt should be made to make these coatings smooth, hard to the touch, and with minimum sags.
An
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
NOTE 20 If bare pipe or specially coated pipe is desired, the purchase order should so state. For special coatings, the
purchase order should state further whether the coating is to be applied to the full length or whether a certain
specified distance from the end is to be left uncoated. Unless otherwise specified, such bare ends are commonly
given a coating with oil for protection in transit.
74
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0 IS0
IS0 3183-1:1996(E)
Annex A
(normative)
Specification
A.1
for welded jointers
Method
Welding of any type that uses deposited filler metal and is generally recognized as sound practice shall be
permitted
unless the purchaser specifies a particular
method. Welding procedures,
and welders and
welding machine operators (hereafter operators) shall be qualified in accordance with API Standard 1104.
Copies of the welding procedure specification
and procedure qualification
record shall be provided to the
purchaser upon request.
A.2
Workmanship
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
The ends of the pipe to be welded together shall be prepared in accordance with the requirements
of the
procedure
used. Pipe weld seams (straight, helical or strip) shall be staggered between 51 mm and
203 mm unless specified otherwise by the purchaser. The completed jointers shall be straight within the
limits specified in 7.6.6. Each weld shall have a substantially
uniform cross section around the entire
circumference
of the pipe. At no point shall its crowned surface be below the outside surface of the parent
metal nor shall it rise above the latter by more than 3,18 mm if submerged
arc-welded, or by more than
I,59 mm if welded by another process.
A.3
Marking
Each jointer
A.4
shall be marked to identify
Non-destructive
the welder or operator,
using paint stencil.
testing
The girth welds of jointers shall be 100 % radiographed
in accordance with the procedures and standards
of acceptability
in API Standard 1104. Jointer welds failing to pass this radiographic
examination
may be
repaired
and re-radiographed
in accordance
with the procedures
and acceptance
criteria
of API
Standard 1104.
NOTE 21 See also 7.6.7 for length requirements
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IS0 3183-1:1996(E)
0 IS0
Annex B
(normative)
Repair welding
procedure
B. 1 General
All repair welds shall be made in the flat position according to a qualified procedure and by a welding
machine operator (hereafter operator) or repair welder qualified in a flat position, as specified in B.2.
Repair welds may be made by one of the following methods:
-
automatic submerged arc;
automatic or semi-automatic
gas metal arc;
manual shielded metal arc using low hydrogen
electrodes.
All welding
materials
shall be properly handled and stored in accordance
with the manufacturer’s
recommendations
so as to preclude moisture or other contamination.
Test welds may be made on either
plate stock or pipe stock at the option of the manufacturer.
The manufacturer
shall maintain a record of the welding procedure and procedure qualification
test
results; copies of the welding procedure specification
and procedure qualification
record shall be provided
to the purchaser upon request.
B.2
Repair welding
procedure
qualification
Welding procedures shall be qualified by preparing and testing welds in accordance with this annex B. At
the option of the manufacturer,
the tests specified in the latest issue of the ASME Boiler and Pressure
Vessel Code, Section IX may be substituted
herein. For the purpose of this annex, the term automatic
welding
includes both machine welding and automatic
welding as defined in the ASME Boiler and
Pressure Vessel Code, Section IX.
B.2.1
Essential
variables
An existing procedure shall not be applicable and new procedure
following essential variables is changed beyond the stated limits.
B.2.1.1
Welding
be qualified
when
any of the
process
a) A change
in the welding
procedure
b) A change
in the method
(i.e. manual to semi-automatic).
B.2.1.2
shall
(i.e. submerged
arc to gas metal arc).
Pipe material
a) A change in grade category. When different alloying systems are used within one grade category,
alloying composition
shall be separately qualified. Grade categories are as follows:
-
SMYS I290 N/mm2;
SMYS > 290 N/mm*, but < 450 N/mm*;
each grade with SMYS 2 450 N/mm*.
b) Within
76
each grade category,
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each
IS0 3183-1:1996(E)
0 IS0
c) Within the grade category and thickness range, a carbon equivalent (CE) based on product analysis for
the material to be repaired which is more than 0,04 % greater than the CE of the material qualified,
where
Mn
Cr+Mo+V
5
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
cE=c+6+
B.2.1.3
Welding
+ Ni+Cu
15
materials
a) A change in filler metal classification.
b) A change in electrode
diameter.
c) A change of more than 5 % in the composition
of shielding
d) A change of more than 10 % in the flow rate of shielding
e) A change
B.2.1.4
in submerged
Welding
arc-welding
gas.
flux from one designation
to another.
parameters
a) A change in the type of current
b) A change
gas.
(i.e. AC instead of DC).
in polarity.
c) For automatic and semi-automatic
welding, schedules of welding current, voltage and speed may be
established to cover ranges of wall thicknesses. Within the schedule, appropriately
selected points shall
be tested to qualify the entire schedule. Thereafter, a new qualification
is required if there is a deviation
from the qualified schedule greater than:
1) 10 % in amperage;
2) 7 % in voltage;
3) 10 % in travel speed for automatic
B.2.1.5
Weld bead
For manual
B.2.1.6
and semi-automatic
b) The addition
B.2.2.1
at a pipe temperature
of deletion
Mechanical
Number
Two specimens
B.2.2.2
welding,
a change in bead width greater than 50 %.
Preheat and post weld heat treat
a) Repair welding
B.2.2
welding.
lower than the pipe temperature
of the qualification
test.
of post weld heat treatment.
testing
of tests
of each type are required
Transverse
from each test.
tensile test
The transverse tensile test specimen shall be approximately
38 mm wide and shall have the transverse
butt weld perpendicular
to the longitudinal
axis at the centre of the test specimen (see figure B.1). The
weld reinforcement
shall be removed from both faces. The ultimate tensile strength shall be at least equal
to the minimum specified for the pipe grade.
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0 IS0
IS0 3183-1:1996(E)
Dimensions
A-
in millimetres
Specimen edges shall be machined
R I,59 max.
-Wall
252.4 min.
Weld reinforcementshallbe
removed fromboth
Figure B.l - Transverse
B.2.2.3
Transverse
guided
thickness (73
-I
faces
tensile test specimen
bend test
The transverse guided bend test specimens shall conform to figure B.2. The weld shall be made in a
groove as shown. Each specimen shall be placed on the die with the weld at mid-span, and shall be bent
approximately
180” in a jig substantially
in accordance with figure 6 in 8.10.5 and table B.l, with the
exposed surface of the weld in tension. The bend test shall be considered acceptable if no crack or other
defect exceeding 3,18 mm in any direction is present in the weld metal or base metal after bending. Cracks
which both originate along the edges of the specimen during testing and measure less than 6,35 mm in all
directions shall not be considered.
Dimensions
A-
in millimetres
Specimenedgesmaybeoxygen
cutandmay alsobemachined
/
I
r
4
3
R 1.59 max.
I
152.4 min.
Weld reinforcementshallbe
Figure B.2 - Transverse
1
removed
guided-bend
test specimen
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IS0 3183-1:1996(E)
0 IS0
Table B.l - Guided-bend
test jig dimension
(see figure 6 and 8.10.5)
Pipe grade’)
L210, L275, L290
Radius of male
member, RA
Radius of female
member, RB
Width of male
member, A
Width of groove in
female member, B
L320
L360, L390
4T
3 I/2 T
3T
4 T + I,6 mm
4 l/2 T + I,6 mm
8 T + 3,2 mm
4 l/2 T
5 T + I,6 mm
9T
10 T + 3,2 mm
9 T + 3,2 mm
L485, L555
5T
5 l/2 T + I,6 mm
8T
7T
6T
L415, L450
6 T + I,6 mm
10 T
11 T +3,2 mm
12 T + 3,2 mm
T = specified wall thickness of the pipe
1) For intermediate grades of pipe, the above dimensions of the bending jig shall conform to those shown for the
next lower grade or shall be proportional thereto.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
B.2.2.4
Nick-break
test
The nick-break specimens shall conform to figure B.3. The weld shall be made in a groove as shown. Each
specimen shall be saw-notched from both edges at the centre of the weld and shall be broken by pulling or
hammer blows at the centre of one end. The exposed surface of the specimen shall be visually examined,
and shall be considered acceptable if it meets the following criteria.
a) No gas pockets exceeding
I,59 mm in any direction.
b) Not more than one gas pocket of any size for specified
wall thickness
c) Not more than two gas pockets of any size for specified
wall thicknesses
d) Not more than three gas pockets of any size for specified
e) To be acceptable, slag inclusions shall be separated
appear > 1,59 mm in width or > 4,76 mm in length.
I6,35
wall thickness
mm.
I 12,7 mm, but > 6,35 mm.
> 12,7 mm.
by at least 12,7 mm of sound
metal and shall not
Dimensions
L
Saw cut
152,4 min.
Figure 8.3 - Nick-break
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4
test specimen
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0 IS0
IS0 3183-1:1996(E)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
B.3
Welding
6.3.1
personnel
performance
qualification
Qualification
B.3.1.1
Each repair welder and operator is required to qualify. A repair welder or operator qualified on
one grade category is qualified for any lower grade category provided the same welding process is used.
B.3.1.2
Testing
For qualification,
tests:
a repair welder
or operator
B.3.1.2.1
Film radiographic
B.3.1.2.2
Two transverse
guided
B.3.1.2.3
Two nick-break
tests per B.2.2.4.
B.3.1.3
examination
shall produce
welds
which
are acceptable
in the following
per 8.10.11.
bend tests per B.2.2.3.
Test failures
If one or more of the tests in B.3.1.2 fail to meet the specified requirements,
the welder or operator may
make one additional qualification
weld. If that weld fails one or more of the tests in B.3.1.2, the welder or
operator is disqualified.
No further retests shall be permitted until the welder has completed
additional
training.
B.3.2
Requalification
Requalification
in accordance
with B.3.1 is required
under the following
B.3.2.1
One year has elapsed since the last prior applicable
qualification.
B.3.2.2
The individual
procedures
B.3.2.3
There is reason to question
has not been welding
using qualified
the individual’s
ability.
circumstances:
i
/
I
/
for a period of three months.
!
I
I
!
j
I
P
,
I
i
i
L
i
i
I
i
I
i
I
I
,
1
I
i
!
i
t
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1
IS0 3183-1:1996(E)
0 IS0
Annex C
(normative)
Couplings
C.l
Material
Couplings for grades L210 and L240 pipe shall be seamless and shall be made of a grade of material at
least equal in mechanical properties to that of the pipe. Couplings for grade L175 pipe shall be seamless or
welded, and shall be made of steel. By agreement between the interested parties, welded couplings may
be supplied on pipe outside diameters 2 355,6 mm, if the couplings are properly marked.
C.2
Tensile test
A tensile test shall be made on each cast of steel from which couplings are produced, and the coupling
manufacturer
shall maintain a record of such tests. This record shall be open to inspection
by the
purchaser. If such test is made on finished couplings,
either round specimens
or strip specimens
in
accordance with IS0 6892, shall be used, at the option of the manufacturer.
C.3
Dimensions
Couplings
shall conform
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NOTE 22 Couplings
C.4
covered
to the dimensions
and tolerances
by table C.l are applicable
shown
to either threaded
in table C.l and figure
or extra-strong
threaded
1.
pipe.
Threading
Coupling threads, gauging practice and thread inspection shall conform to the requirements
of the latest
edition of IS0 10422. Couplings shall not be expanded to provide the required taper for threads.
C.5
Inspection
Couplings
shall be free from blisters, pits, cinder marks and other
efficiency of the coupling or break the continuity of the thread.
defects
which
would
impair
the
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IS0 3183-1:1996(E)
0 IS0
Table
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Nominal size
designation
C.l - Coupling
Outside diameter
of coupling
W”
dimensions,
(see figure
Minimum
length
masses
I)
Diameter of
recess
Q
m
II,9
15,3
18,8
22,9
28,3
II 8
II '4
318
II 2
31,4
mm
14,3
18,3
22,2
27,0
33,4
NL
mm
27,0
41,3
41,3
54,0
54,0
1
1 II4
1 I/2
2
2 I/2
40,o
52,2
55,9
73,0
85,7
66,7
69,8
69,8
73,0
104,8
35,0
43,8
49,9
62,7
75,4
3
3 l/2
4
5
101,6
117,5
132,l
159,9
108,O
Ill,1
114,3
117,5
91,3
104,o
116,7
143,7
6
8
I( 1
1:!
187,7
244,5
298,4
355,6
123,8
133,4
146,0
155,6
170,7
221,5
275,4
326,2
11ID
If SD
It SD
2( ID
381,0
431,8
482,6
533,4
161,9
171,4
181,0
193,7
358,0
408,8
459,6
510,4
1 ) Tolerance
on outside
diameter
and tolerances
W: 2 1 %
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Width
of bearing
face
b
mm
Or8
Or8
68
I,6
I,6
2,4
2,4
2,4
32
48
4,8
4,8
6,4
64
64
64
Calculated
coupling mass
kg
0,02
0,04
0,06
0,ll
0,15
0,25
0,47
0,41
0,84
I,48
I,86
2,69
3,45
4,53
93
93
5,87
IO,52
14,32
22,37
9,5
93
93
93
20,81
23,35
30,20
36,03
IS0 3183-1:1996(E)
0 IS0
Annex D
(normative)
Supplementary
By agreement
supplementary
between the interested parties
requirements
shall apply.
Supplementary
requirement
requirements
and when
specified
on the purchase
order the following
1 (SRI)
Colour identification
SRI.1
Grade L320 and higher, pipe outside diameters
accordance with the colour code given in SR1.3.
2 114,3 mm
SRI.2 The manufacturer shall apply a spot of paint of (approximately)
the inside surface at one end of each length of pipe.
SRI.3
The grade identification
colours
Supplementary
Non-destructive
requirement
testing
SR2.1 Supplementary
be identified
by colour
50 mm of the appropriate
colour
in
on
are as follows:
Grade
Colour
L320
L360
L390
L415
Black
Green
Blue
Red
White
Purple
Yellow
L450
L485
L555
I
shall
I---
I
2 (SR2)
of seamless
non-destructive
line pipe
testing
Seamless pipe shall be inspected full length for longitudinal
defects by either magnetic particle inspection
or by ultrasonic or electromagnetic
methods. The location of the equipment
in the mill shall be at the
discretion of the manufacturer;
however, the non-destructive
testing must take place after all heat treating
and expansion operations, if performed, but may take place before cropping, bevelling, and end sizing.
SR2.2 Magnetic
When magnetic
surface shall be
determined and
be considered a
particle
inspection
particle inspection
is employed to inspect for longitudinal
defects, the entire outside
inspected. The depth of all imperfections
revealed by magnetic particle inspection shall be
when found to be greater than 12,5 % of the specified wall thickness the imperfection
shall
defect. Pipe containing defects shall be disposed of in accordance with G-4.
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83
IS0 3183-1:1996(E)
SR2.3 Ultrasonic
0 IS0
or electromagnetic
inspection
a) Equipment
Any equipment
utilizing
uninterrupted
inspection
be of sufficient sensitivity
b) Reference
the ultrasonic
or electromagnetic
principles
and capable of continuous
of the entire outer surface of the pipe or tube may be used. The equipment
to indicate defects and shall be checked as prescribed in SR2.3 b).
and
shall
standards
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
A reference standard having the same nominal diameter and thickness as the product being inspected
shall be used to demonstrate the effectiveness of the inspection equipment and procedures at least once
every working turn. The reference standard may be of any convenient
length as determined
by the
manufacturer.
It shall be scanned by the inspection unit in a manner simulating
the inspection
of the
product. For ultrasonic inspection, the reference standard shall contain a machined notch as specified in
figure D.l a). For electromagnetic
inspection, the reference standard shall contain either a machined notch
Isee figure D.l a)] or a 3,2 mm drilled hole [see figure D.l b)l.
Dimensions
in millimetres
a) Notch
i
b) Orllled hole
Figure D.l - Reference
standards
The notch shall be in the outer surface of the reference standard and parallel to the longitudinal
axis of the
pipe or, at the option of the manufacturer,
may be oriented at such an angle as to optimize,the detection of
anticipated defects.
k
The depth of notch,
less than 0,30 mm.
h, shall be 12,5 % of the nominal
wall thickness
of the pipe being inspected,
but not
For ultrasonic and eddy current test the length of notch at full depth, L, shall be at least twice the width
the scanning head.
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of
IS0 3183-1:1996(E)
0 IS0
For diverted flux the length of notch shall be as required by the equipment
reproducible
signal when the reference standard is passed through the equipment
speed for the pipe being inspected. Three passes through the equipment
shall
reproducibility.
design to provide a
at the inspection line
be required to insure
The 3,2 mm hole shall be drilled radially through the wall of the reference standard. The inspection
equipment shall be adjusted to produce a well-defined
indication when the reference standard is scanned
by the inspection unit.
c) Acceptance
limits
Any imperfection
that produces a signal greater than the signal received from the reference standard shall
be considered a defect unless it can be demonstrated
by the manufacturer
that the imperfection
does not
exceed the provisions
of G.3. Pipe containing
defects shall be given one of the dispositions
specified in
G.4.
NOTES
23 The reference standards defined above are convenient standards for calibration of non-destructive testing
equipment. The dimensions of these standards should not be construed as the minimum size imperfection detectable
by such equipment.
24 Reference standards other than the specific notch described above may be used by agreement
interested parties.
SR2.4
Marking
Pipe non-destructively
Supplementary
inspected
requirement
Fracture toughness
testing
in accordance
with this supplementary
requirement
The following
shall be marked SR2.
3 (SR3)
(Charpy) of pipe outside
diameters
2 114,3 mm
SR3.1 The manufacturer
is responsible for the performance
of Charpy-V-notch
ASTM A 370. Either one or both toughness criteria (A-shear area or B-absorbed
under this supplementary
requirement.
SR3.2
SR3.
between the
applies to all specified
limits and observed
tests in accordance with
energy) may be specified
values to be used in connection
with this
For purposes of determining
conformity
with this SR3, an observed value shall be rounded off to the
nearest whole number in accordance with the rounding off method of ASTM A 29. Further, limiting values
as specified or calculated under this SR3 shall be expressed as whole numbers rounded, if necessary.
SR3.3
Flattening
of the pipe wall is not permitted.
SR3.4 When the wall thickness does not permit machining
full size 10 mm by IO mm specimens the
largest size possible, of either 213 size or l/2 size shall be substituted
(see table D.1). The selection of
subsize specimens for pipe whose size permits full size specimens is permissible
by agreement between
the interested parties.
A.
Shear area
SR3A.l
Three transverse
per cast produced.
specimens
shall be taken from
one length of pipe from each lot of 100 lengths
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0 IS0
IS0 3183-1:1996(E)
The requirements
be secured.
The specimen
notch oriented
of this SR3 are limited
to pipe sizes and thickness
from which
a l/2 size specimen
may
shall be oriented circumferentially
from a location 90” from the weld, with the axis of the
through the pipe wall thickness as shown in figure D.2.
SR3A.2 The specimens shall be tested at IO “C or at a lower temperature
as specified by the purchaser.
The average shear value of the fracture appearance of the three specimens shall not be less than 60 % and
the all-cast average for each order per diameter size and grade shall not be less than 80 %.
Table D.l - Minimum
Outside
wall thickness
Minimum
diameter
full size specimen
mm
114,3
141,3
168,3
219,l
273,l
323,9
355,6
406,4
457,0
508,O
559,0
610,O
660,O
711,0
762,0
813,0
864,0
914,0
965,0
1016,O
1067,O
1118,0
1168,O
1219,0
1321,0
1422,0
1524,0
1626,0
for transverse
Charpy V-notch
wall thickness
specimens
for
2/3 size specimen
l/2 size specimen
mm
mm
mm
17,06
15,60
14,68
13,51
12,80
12,37
12,14
II,89
II,66
II,51
II,35
II,25
II,15
II,07
1 I,00
IO,95
IO,90
IO,85
IO,80
IO,74
IO,72
IO,70
IO,64
IO,62
IO,59
IO,54
IO,52
IO,46
13,74
12,27
II,30
IO,19
9,47
8,94
8,81
8,56
8,33
8,20
8,03
7,92
7,82
7,75
7,67
7,62
7,57
7,52
7,47
7,42
7,39
7,37
7,32
7,30
7,26
7,21
7,19
7,14
12,05
IO,59
9,60
8,51
7,80
7,37
7,14
6,88
6,65
6,50
6,35
6,25
6,15
6,07
5,99
5,94
5,89
5,84
5,79
5,74
5,72
5,69
5,64
5,61
5,59
5,54
5,51
5,46
SR3A.3 If the average of the three specimens from one cast does not meet the requirement of 60 % shear,
the manufacturer
may elect to repeat the tests on specimens cut from two additional lengths of pipe from
the same cast. If such specimens conform to the specified requirements,
all the lengths in the cast shall be
accepted except the length initially selected for test. If any of the re-test specimens fail to pass this
specified re-test requirement,
the manufacturer
may elect to test specimens cut from the individual lengths
remaining in the cast.
SR3A.4 The average shear value for a cast shall be the average of the original three specimens if this is
60 % or more; the combined average of the re-test specimens, provided the average of each group of three
86
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IS0 3183-1:1996(E)
0 IS0
specimens is 60 % or more; or, in the event individual
lengths are tested, the combined average of all
groups of three specimens that meet 60 %. The all-cast average value is the combined average of the value
established for each cast.
SR3A.5 If the all-cast average of the order does not meet the requirement
of 80 % shear, the manufacturer
shall be responsible for replacement of such casts as may be necessary to bring the average shear area up
to 80 %.
SR3A.6 Alternatively,
the manufacturer
may elect to test two or more additional lengths from one or more
of the casts. In determining
the new cast average, the original test values may be discarded if the pipe
length represented is rejected or the three or more individual values averaged. In any case, the new test
values shall be incorporated
into the value for the cast.
SR3A.7 Specimens showing material defects or defective preparation,
whether observed
breaking, may be discarded and replacements shall be considered as original specimens.
before
or after
SR3A.8 Marking Pipe tested in accordance with this supplementary
requirement
shall be marked to
indicate the type of test and the test temperature.
Temperatures
below 0 “C shall be preceded by the letter
M (see note 25).
Example
at 0 “C:
SRSA-OC
Example
at - 40 “C:
SR3A-M40C
B.
Absorbed
energy
SR3B.l The fracture toughness
of the pipe shall be determined
using Charpy V-notch impact test
specimens in accordance with the latest edition of ASTM A 370 and the requirements
of SR3A.1, except
that test frequency shall be as indicated in SR3B.2. Purchaser shall specify, in whole numbers, both the
test temperature
and the minimum average absorbed energy for full size specimens.
Specimens
used for shear area determination
determination
of absorbed energy.
according
to SRSA, may
be additionally
used
for the
SR3B.2 Three transverse
100 lengths.
specimens shall be taken from one length of pipe from each lot of at maximum
In no case a lot shall contain more than one cast.
SR3B.3 For acceptance,
not
the
the
and
the average absorbed energy of the 3 individual specimens from a length shall
be less than the full size value specified by the purchaser. In addition, the lowest individual reading of
three specimens shall not be less than 75 % of the specified value. When subsize specimens are used,
individual readings and the average of the three readings are divided by the fractional specimen size
compared with the full size acceptance criteria.
SR3B.4 Specimens
breaking,
showing material defects or defective preparations,
whether observed
may be discarded and replacements shall be considered original specimens.
before
or after
In the event a set of test specimens fails to meet the acceptance criteria, the manufacturer
may elect to
replace the lot of material involved or alternatively to test two or more lengths from the same lot. If both of
the new tests meet the acceptance criteria, then all pipe in that lot with the exception of the original
selected length shall be considered to meet the requirement.
Failure of either of the two additional tests
shall require testing of each length in the lot for acceptance.
SR3B.5 Pipe complying with this supplementary
requirement
shall be marked to indicate the type of test,
the specified (full size) minimum average absorbed energy and the test temperature.
Example for 40 J at 0 “C:
SR3B-40J-OC
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0 IS0
IS0 3183-1:1996(E)
SR3B-27J-M40C
Example
for 27 J at - 40 “C:
Example
for both SR3A and SRSB 27 J at - 40 “C:
NOTE 25 M signifies
a minus temperature
Supplementary
requirement
Drop weight
or higher
tear (DW)
SR4.1 Fracture
determined
requirements:
by
SR3AB-27J-M40C
(see SR3A.8 Marking).
4 (SR4)
testing
on welded
pipe with
toughness
of pipe with outside
the manufacturer
using drop
outside
diameters
2 508 mm, grade L360
diameters 2 508 mm, grade L360 and higher, shall be
weight
tear test in accordance
with the following
SR4.2 Two transverse specimen shall be taken from one length of pipe from each cast supplied in the
order. The specimens shall be oriented circumferentially
from a location 90” from the weld with the axis of
the notch oriented through the pipe wall thickness as shown in figure D.2. The specimens shall be tested at
10 “C or at a lower temperature
as specified by the purchaser.
SR4.3 The test specimens, testing
the latest edition of API RP 5L3.
procedures,
SR4.4 At least 80 % of the casts shall exhibit
specified test temperature.
and rating
a fracture
NOTE 26 Due to manufacturing
difficulties
encountered
offer materials in all grades that meet this requirement.
of the specimens
appearance
with thicker
shall be in accordance
with
shear area of 40 % or more for the
materials,
pipe producers
may not be able to
SR4.5 In the event the average value of the two specimens from the length selected to represent the cast
is less than 40 %, the manufacturer
may elect to establish the cast average by testing two specimens from
each of two or more additional
lengths of pipe in the cast. In establishing
the new cast average, the
manufacturer
may elect to employ the combined average of the three or more tests; or to discard the first
test, reject the pipe from which it was taken, and employ the combined
average of the two or more
additional tests. Alternatively,
the manufacturer
may elect to test all the pipe in the cast, in which case
80 % or more of the lengths tested and applied to the order must exhibit an average of 40 % or more
shear.
SR4.6 Specimens showing material defects
breaking, may be discarded and replacements
or defective preparation,
whether observed
shall be considered as original specimens.
SR4.7 The manufacturer
the above requirements.
for replacement
shall be responsible
before
or after
of such casts as may be necessary
to meet
SR4.8 Marking
Pipe tested in accordance with this supplementary
test and the testing temperature.
Example:
requirements
shall be marked
SR40C
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to indicate
the type of
IS0 3183-1:1996(E)
0 IS0
Longitudinalseampipe
Helical seampipe
Figure D.2 - Drop weight
Supplementary
requirement
End load compensation
yield strength
tear (DWT) test specimen
5 (SR5)
for hydrostatic
test pressures
in excess of 90 % of specified
minimum
SR5.1 As a measure
to prevent distortion when testing at pressures equivalent to stresses in excess of
90 % of specified minimum yield strength, the manufacturer
may apply a calculation to compensate for the
forces applied to the pipe end which produce a compressive
longitudinal
stress. The calculation described
below is based on Barlow’s formula (see 8.10.9.3) modified by a factor based on the maximum
shear
theory. The calculation may be applied only when testing in excess of 90 % of the specified minimum yield
strength. The gauge pressure for testing may in no case be less than that calculated using Barlow’s
formula at 90 % of specified minimum yield strength.
NOTE 27 This calculation is an approximation of the effective hoop stress (S,) which is practical for application
under mill pipe testing conditions. Other calculations provide closer approximations of effective hoop stress, but are
complex and therefore impractical for application.
SR5.2 The test pressure calculated
SR5.3 The hydrostatic test pressure
the following metric formula:
s
E
p1 = 1000
D
--2T
shall be rounded
compensated
to the nearest 100 kPa.
for pipe end loading
shall be calculated
according
to
_ PUAU
A
AI
A,,
where
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89
IS0 3183-1:1996(E)
AI
A,
AR
PI
PR
SE
D
T
0 IS0
is the internal cross-sectional
area of pipe, in square millimetres;
is the cross-sectional
area of pipe wall, in square millimetres;
is the cross-sectional
area of ram, in square millimetres;
is the hydrostatic test pressure, in kilopascals;
is the internal pressure on end sealing ram, in kilopascals;
is the effective hoop stress, in megapascals, equal to a percentage
strength;
is the specified outside diameter, in millimetres;
is the specified wall thickness, in millimetres.
SR5.4 The above formula
may be manipulated
appropriate to the manufacturer’s
testing facility.
algebraically
of the specified
to provide
calculation
minimum
yield
in other
terms
SR5.5 Appropriate
techniques for the control of effective hoop stress based on measurements
of internal
pipe and ram pressures vary according to hydrotester
system design. The manufacturer
shall provide a
control technique appropriate to his installation.
requirement
Test certificates
for line pipe
6 (SR6)
SR6.1 The manufacturer
shall deliver a certificate (in accordance with IS0 10474 - 3.1B) where this part of
IS0 3183 is stated and where the following data, as applicable for each item for which this SR6 is specified
on the purchase order are given.
a) Specified
diameter,
wall thickness,
grade, process of manufacture,
and type of heat treatment
b) Chemical analyses (cast, product, control, and recheck) showing
whose limits or reporting requirements
are set in this specification
the weight
percent
c) Test data for all tensile tests required by this specification,
including yield strength,
strength, elongation. The type, size and orientation of specimens shall be shown.
d) Fracture toughness test results (including
specimen) where such testing is specified
e) Minimum
hydrostatic
test pressure
test type and criteria,
by the purchaser.
and the size, location
of all elements
ultimate
tensile
and orientation
of
and duration.
f) For welded pipe for which non-destructive
inspection
of the weld seam is required by this part of
IS0 3183, the method of non-destructive
inspection employed (radiological,
ultrasonic, electromagnetic,
and/or magnetic particle) and the type and size of all penetrameters
and/or reference standards used.
g) For seamless pipe for which non-destructive
inspection
(see SR2) is specified by the purchaser, the
method of inspection employed (ultrasonic, electromagnetic,
or magnetic particle) and the type and size
of the reference standard used.
h) For electric-welded
pipe, the minimum temperature
for heat treatment of the weld seam. Where
heat treatment is not performed, “No seam heat treatment” shall be stated on the certificate.
i) Results of any supplemental
testing
required
such
by the purchaser.
SR6.2 The manufacturer
shall establish and follow procedures for maintaining
cast and lot identity of all
pipes covered by this SR6. The procedures shall provide means for tracing any length of pipe or coupling
to the proper cast and lot, and to all applicable chemical and mechanical test results.
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Supplementary
IS0 3183-1:1996(E)
0 IS0
Supplementary
requirement
Non-destructive
testing
SR7.1 Supplementary
7 (SR7)
of welds in electric-welded
non-destructive
pipe
testing
The weld in electric-welded
pipe shall be inspected full
ultrasonic or electromagnetic
methods. The location of
of the manufacturer;
however,
the non-destructive
hydrostatic testing, expansion and rotary straightening
cropping, bevelling, and sizing of pipe.
SR7.2 Equipment
length for surface and subsurface defects by either
the equipment in the mill shall be at the discretion
testing must take place after all heat treating,
operations, if performed, but may take place before
and reference standards
The ultrasonic
or electromagnetic
inspection
equipment
requirements
are given in 8.10.11.3.1 and the
reference standards are described in 8.10.11.3.2. Details of the specific techniques (e.g. method, reference
standards, transducer properties, sensitivity, etc.) shall be agreed upon between the interested parties for
the implementation
of this supplementary
requirement.
SR7.3 Acceptance
limits and EMI inspection
Table 22 gives the height of acceptance limit signals in percent of height of signals produced by reference
standards. An imperfection
that produces a signal greater than the acceptance limit signal given in table 22
shall be classified as defect.
SR7.4 Disposition
Defects shall be disposed of in accordance
permitted. If a defect is removed by grinding,
originally used.
with G.4.a), G.4.c), and G.4.d). Repair by welding
is not
the ground area shall be reinspected by the same method
SR7.5 Marking
Pipe non-destructively
Supplementary
inspected
requirement
in accordance
with this SR7 shall be marked
SR7.
8 (SR8)
SR8.1 For pipe grades up to L485 inclusive,
and the following
formula
Mn
cE=c+7+
Cr+Mo+V
5
SR8.2 The elements
equivalent
the carbon
shall not exceed 0,43 %:
analysed
+ Ni+Cu
15
for product
equivalent
(CE 1 calculated
using product
analysis
in %
analysis
shall
include
all elements
contained
in the carbon
formula.
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Carbon equivalent
0 IS0
IS0 3183-1:1996(E)
Annex E
(normative)
Table
Size
designation
E.l - Guided
bend
test
jig dimensions
Dimension
mm
Wall
thickness
L320
L360
Grade
L390
L415
L450
L485
L555
35,6
40,6
40,6
48‘3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
188,O
223,5
266,7
320,O
459,7
40,6
40,6
40,6
48,3
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
188,O
223,5
266,7
320,O
383,5
459,7
40,6
40,6
48,3
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
266,7
320,O
383,5
459,7
551,2
40,6
40,6
48,3
55,9
55,9
66,O
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
188,O
223,5
266,7
320,O
383,5
551,2
660,4
48,3
40,6
48,3
55,9
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
223,5
266,7
383,5
459,7
551,2
792,5
48,3
48,3
55,9
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
223,5
266,7
320,O
459,7
551,2
550,4
792,5
55,9
40,6
48,3
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
223,5
266,7
48,3
48,3
55,9
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
223,5
266,7
266,7
48,3
55,9
66,O
66,O
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
55,9
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
223,5
266,7
320,O
383,5
55,9
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
383,5
55,9
66,O
78,7
78,7
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
320,O
383,5
459,7
55,9
66,O
66,O
78,7
94,0
Ill,8
132,l
132,l
132,l
157,5
188,O
223,5
266,7
320,O
459,7
660,4
792,5
792,5
792,5
66,O
66,O
66,O
78,7
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
320,O
383,5
459,7
660,4
320,O
383,5
459,7
40,6
40,6
48,3
55,9
55,9
320,O
383,5
551,2
40,6
40,6
48,3
55,9
66,O
78.7
383,5
459,7
551,2
40,6
48,3
55,9
55,9
66,O
459,7
551,2
660,4
48,3
48,3
55,9
66,O
78,7
459,7
551,2
792,5
48,3
55,9
55,9
66,O
78,7
787
78,7
767
551,2
792,5
792,5
55,9
55,9
66,O
66,O
78,7
94,o
792,5
792,5
792,5
66,O
66,O
78,7
78,7
94,0
Ill,8
T
mm
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
12 314
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
16
16
16
16
16
16
4,4
4,8
52
56
64
7,l
7,9
84
8,7
93
IO,3
II,1
12,7
14,3
15,9
17,5
19,l
20,6
22,2
4,8
52
L210
25,4
30,5
35,6
40,6
48,3
55,9
55,9
55,9
66,O
78,7
Ill,8
132,l
157,5
188,O
223,5
266,7
30,5
30,5
5,3
5,6
64
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
20,6
22,2
23,8
4,8
5,2
56
6,4
7,l
73
40,6
48,3
48,3
55,9
66,O
78,7
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
30,5
30,5
35,6
40,6
40,6
483
L245
L290
35,6
35,6
40,6
40,6
55,9
55,9
66,O
78,7
78,7
78,7
94,0
Ill,8
132,l
157,5
188,O
223,5
266,7
320,O
383,5
35,6
40,6
40,6
40,6
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
188,O
223,5
223,5
266,7
266,7
320,O
383,5
35,6
40,6
40,6
48,3
55,9
66.0
A,
66,O
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
92
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IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued
Size
lesignation
T
mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
20
20
20
20
20
20
20
20
20
20
20
20
Dimension
mm
Wall
thickness
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17.5
19,l
20,6
22,2
25,4
27,0
28,6
30,2
4,8
56
64
7,l
73
8,7
93
IO,3
11.1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25.4
27,0
28,6
30,2
31.8
5,6
6,4
7,l
73
67
93
IO,3
II,1
II,9
12,7
14,3
15.9
Copyright International Organization for Standardization
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L210
55,9
66,O
78,7
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
25,4
35,6
40,6
40,6
48,3
55,9
55,9
78,7
78,7
94,0
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
383,5
30,5
40,6
40,6
48,3
55,9
55,9
66,O
78,7
94,0
Ill,8
L245
L290
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
223,5
266,7
266,7
320,O
383,5
459,7
551,2
35,6
40,6
48,3
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
320,O
320,O
383,5
459,7
459,7
551,2
40,6
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
A,
L320
L360
Grade
L390
L415
L450
L485
L555
78,7
78,7
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
266,7
320,O
383,5
383,5
459,7
551,2
35,6
40,6
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
223,5
223,5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
40,6
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
320,O
383,5
459,7
551,2
564,2
40,6
48,3
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
660,4
48,3
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
266,7
320,O
283,5
459,7
551,2
564,2
792,5
40,6
48,3
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
320,O
383,5
459,7
551,2
660,4
792,5
792,5
48,3
55,9
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
383,5
459,7
551,2
564,2
792,5
792,5
48,3
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
320,O
383,5
459,7
551,2
551,2
660,4
792,5
792,5
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
320,O
383,5
459,7
551,2
564,2
792,5
792,5
48,3
55,9
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
320,O
320,O
383,5
459,7
551,2
660,4
792,5
792,5
792,5
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
266,7
320,O
383,5
459,7
551,2
660,4
792,5
792,5
792,5
48,3
55,9
66,O
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
320,O
383,5
459,7
551,2
660,4
792,5
792,5
792,5
792,5
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
132,l
157,5
157,5
188,O
188,O
223,5
266,7
320,O
383,5
551,2
660,4
792,5
792,5
792,5
792,5
792,5
66,O
78,7
94,0
Ill,8
132,l
132,l
157,5
188.0
188,O
223,5
266,7
320,O
383,5
459,7
551,2
662,9
792,5
792,5
792,5
792.5
792,5
792,5
66,O
78,7
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
93
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued)
Size
iesignatior
Wall
thickness
T
mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
24
24
24
24
24
24
24
24
24
24
24
24
24
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
33,3
34,9
56
64
7,l
73
87
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
33,3
34,9
36,5
38,l
6,4
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
Dimension
mm
L210
132,l
132‘1
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
30,5
35,6
40,6
48,3
55,9
55,9
66,O
78,7
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
35,6
40,6
48,3
55,9
55,9
66,O
78,7
94,0
Ill,8
Ill,8
132,l
L245
L290
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
459,7
459,7
551,2
551,2
40,6
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
383,5
459,7
459,7
551,2
551,2
660,4
48,3
55,9
55,9
_ 66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
A,
L320
L360
Grade
L390
L415
L450
L485
L555
188,O
188,O
223,5
266,7
266,7
320,O
383,5
383,5
459,7
551,2
551,2
660,4
40,6
48,3
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
640,4
640,4
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
320,O
383,5
383,5
459,7
551,2
551,2
660,4
792,5
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
660,4
792,5
792,5
55,9
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
660,4
792,5
792,5
48,3
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
660,4
792,5
792,5
792,5
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
459,7
551,2
551,2
660,4
792,5
792,5
792,5
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
266,7
266,7
320,O
383,5
383,5
459,7
551,2
551,2
660,4
792,5
792,5
792,5
792,5
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
223,5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
660,4
792,5
792,5
792,5
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
188,O
223,5
266,7
266,7
320,O
383,5
459,7
459,7
551,2
660,4
660,4
792,5
792,5
792,5
792,5
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223‘5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
792,5
792,5
792,5
792,5
792,5
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
266,7
266,7
320,O
383,5
459,7
459,7
551,2
660,4
792,5
792,5
792,5
792,5
792,5
792,5
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
320,O
383,5
459,7
551,2
660,4
792,5
792,5
792,5
792,5
792,5
792,5
792,5
66,O
78,7
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
320,O
383,5
383,5
459,7
551,2
660,4
792,5
792,5
792,5
792,5
792,5
792,5
792,5
792,5
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
320,O
320,O
94
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued)
Size
lesignation
Wall
thickness
T
mm
24
24
24
24
24
24
24
24
24
24
24
24
24
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
30
30
30
30
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
33,3
34,9
36,5
38,l
39,7
6,4
7,l
73
8,7
93
IO,1
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
64
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
684
7,l
73
87
Dimension
mm
L210
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
35,6
40,6
48,3
55,9
55,9
66,O
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
36,6
40,6
48,3
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
36,6
40,6
48.3
A,
L245
L290
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
459,7
551,2
551,2
660,4
48,3
55,9
55,9
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
48,3
55,9
55,9
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
48,3
55,9
55,9
L320
L360
Grade
L390
L415
L450
L485
L555
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
660,4
660,4
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
48,3
55,9
66,O
223,5
266,7
266,7
320,O
320,O
383,5
459,7
459,7
551,2
551,2
660,4
660,4
792,5
55,9
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
320,O
55,9
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
55,9
55,9
66,O
266,7
266,7
320,O
320,O
383,5
459,7
459,7
551,2
551,2
660,4
792,5
792,5
792,5
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
266,7
320,O
55,9
66,O
66,O
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
660,4
792,5
792,5
792,5
792,5
55,9
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266.7
266,7
320,O
383,5
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
55,9
66,O
78,7
266,7
320,O
320,O
383,5
459,7
459,7
551,2
660,4
660,4
792,5
792,5
792,5
792,5
66,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
55,9
66,O
78,7
66,O
66,O
78,7
78,7
767
78,7
320,O
320,O
383,5
459,7
459,7
551,2
660,4
660,4
792,5
792,5
792,5
792,5
792,5
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
320,O
320,O
383,5
383,5
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
266,7
320,O
383,5
383,5
66,O
78,7
78,7
940
383,5
459,7
551,2
551,2
660,4
792,5
792,5
792,5
792,5
792,5
792,5
792,5
792,5
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
266,7
320,O
383,5
383,5
459,7
551,2
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
459,7
459,7
78,7
94,0
94,0
Ill,8
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
95
0IS0
IS0 3183-1:1996(E)
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table E.l - (continued
Size
lesignatior
Wall
thickness
T
mm
30
30
30
30
30
30
30
30
30
30
30
30
30
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
6,4
7,l
73
8,7
93
IO,3
II,1
1 I,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
64
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
F
L210
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
35,6
40,6
48,3
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
35,6
40,6
48,3
55,9
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
Dimension
mm
L245
L290
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
A,
L320
L360
Grade
L390
L415
L450
L485
L555
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
48,3
55,9
66,O
66,O
78.7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
48,3
55,9
66,O
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
55,9
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
266,7
320,O
320,O
383,5
48,3
55,9
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
55,9
66,O
66,O
78,7
94,0
94,0
Ill,8
11 I,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
383,5
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
94,0
Ill,8
111.8
132.1
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
55,9
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
459,7
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
111.8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320.0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
266,7
320,O
320,O
383,5
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
188,O
223,5
223,5
266,7
320,O
320.0
383,5
383,5
459,7
459,7
551,2
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
188,O
223,5
223,5
266,7
266,7
320,O
383,5
132,l
132,l
157,5
157,5
188,O
188,O
223,5
266,7
320,O
320,O
383,5
459,7
459,7
78,7
94,0
94,0
Ill,8
132,l
144,8
157,5
157,5
157,5
188,O
223,5
266,7
266,7
320,O
383,5
383,5
459,7
459,7
551,2
660,4
660,4
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
266,7
381,0
383,5
383,5
459.7
I
/
I
/
1
I
I
b
,
I
,
/
/
j
/
1
/
i
i
f
1
I
/
i
I
i
F
i
,
I
/
*
i
j
I
96
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
[
i
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued)
Size
iesignation
Wall
thickness
T
mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
34
34
34
34
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
40
40
40
40
40
40
40
27,0
28,6
30,2
31,8
64
7,l
73
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
7.9
EL7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
73
67
93
IO,3
II,1
II,9
12,7
Dimension
mm
L210
188,O
188,O
223,5
223,5
35,6
40,6
48,3
55,9
66,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
157,5
188,O
188,O
223,5
223,5
48,3
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,l
157,l
188,O
188,O
223,5
223,5
48,3
48,3
55,9
55,9
66,O
66,O
787
L245
L290
266,7
266,7
266,7
320,O
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
223,5
266,7
266,7
320,O
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
55,9
66,O
66,O
78,7
78,7
94,0
94,o
A,
L320
L360
Grade
L390
L415
L450
L485
L555
266,7
266,7
320,O
320,O
48,3
55,9
55,9
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
55,9
66,O
78,7
78,7
94,0
94,0
94,0
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
55,9
66,O
78,7
78,7
94,0
94,0
94.0
266,7
320,O
320,O
383,5
48,3
55,9
66,O
66,O
78,7
94,0
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
320,O
383,5
383,5
459,7
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
320,O
383,5
383,5
459,7
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
266,7
320,O
320,O
383,5
383,5
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132.1
320,O
383,5
383,5
459,7
55,9
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
283,5
383,5
459,7
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
,266,7
320,O
320,O
383,5
383,5
383,5
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
383,5
459,7
459,7
459,7
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
459,7
551,2
551,2'
660,4
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
551,2
551,2
660,4
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223‘5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
459,7
551,2
551,2
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157.5
97
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
,
IS0 3183-1:1996(E)
0 IS0
Table
Size
designation
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
40
40
40
40
40
40
40
40
40
40
40
40
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
46
46
46
E.l - bmrinuedl
Wall
thickness
Dimension
mm
T
mm
L210
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
8,7
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
8,7
985
IO,3
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
188,O
223,5
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
188,O
223,5
48,3
55,9
553
A,
L245
L290
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
66,O
66,O
L320
L360
Grade
L390
L415
L450
L485
L555
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
66,O
78,7
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
320,O
66,O
78,7
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
320,O
66,O
66,O
78,7
787
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
66,O
78,7
78,7
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
383,5
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
266,7
320,O
320,O
383,5
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
78,7
78,7
940
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
78,7
94,0
90
157,5
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
266,7
320,O
320,O
383,5
383,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
78,7
94,0
94,o
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
459,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
459,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320.0
320,O
383,5
383,5
459,7
94,0
94,0
Ill,8
188,O
223,5
223,5
266,7
320,O
320,O
383,5
383,5
459,7
459,7
551,2
551,2
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
383,5
383,5
459,;
459,7
459,7
551,2
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
408,9
383,5
459,7
459,7
551,2
Ill,8
Ill,8
132,l
98
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
0 IS0
IS0 3183-1:1996(E)
Table
Size
lesignation
Wall
thickness
T
mm
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
56
E.l - (continued)
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
87
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
9.5
Dimension
mm
L210
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
188,O
223,5
48,3
55,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
157,5
188,O
188,O
223,5
55,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132.1
157,5
157,5
157,5
188,O
188,O
223,6
553
L245
L290
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
66,O
A,
L320
L360
Grade
L390
L415
L450
L485
L555
78,7
94,0
94,0
Ill,8
132,l
132,l
157,7
157,7
188,O
188,O
223,5
223,5
266,7
266,7
320,O
66,O
66,O
78,7
78,7
94,0
94.0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
66.0
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
66,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223‘5
223,5
266,7
266,7
320,O
320,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
78.7
94.0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320.0
320,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223‘5
266,7
266,7
320,O
320,O
320,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
78,7
Ill,8
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
78,7
94,0
94,0
Ill,8
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266.7
266,7
320,O
320,O
320,O
383,5
94,0
94,0
Ill,8
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
383,5
940
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
940
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
94,o
132,l
157,5
157,5 _
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
551,2
Ill,8
Ill,8
132,l
132,l
157,5
170,2
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
551,2
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
459,7
Ill,8
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
99
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
0 IS0
IS0 3183-1:1996(E)
Table E.l - (continued
Size
lesignation
T
mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
68
Dimension
mm
Wall
thickness
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
93
IO,3
II,1
II,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
93
IO,3
II,1
1 I,9
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
II,9
55,9
66,O
66,O
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
157,5
188,O
188,O
188,O
55,9
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
157,5
188,O
188,O
188,O
55,9
55,9
66,O
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
157,5
188,O
188,O
188.0
L245
L290
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157.5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
66,O
78,7
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188‘0
188,O
223,5
223,5
266,7
266,7
66,O
78,7
78,7
78,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
66,O
767
L210
A,
L320
L360
Grade
L390
L415
L450
L485
L555
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
66,O
78,7
78,7
94,0
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
94,o
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
320,O
78,7
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
266,7
940
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
320,O
320,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
188,O
188,O
223,5
223,5
223,5
266,7
266,7
320,O
320,O
Ill,8
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
Ill,8
94,0
Ill,8
Ill,8
Ill,8
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
383,5
94,0
94,0
Ill,8
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
266‘7
266,7
266,7
320,O
320,O
320,O
94,0
94,0
Ill,8
Ill,8
Ill,8
132,l
157,5
157,5
188,O
223,5
223,5
223,5
266,7
266,7
320,O
320,O
320,O
Ill,8
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
383,5
383,5
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
266,7
320,O
320,O
383,5
383,5
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
459,7
459,7
Ill,8
132,l
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
Ill,8
132,l
132,l
132,l
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
459,7
459,7
132,l
100
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100
Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued
Size
designation
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
68
68
68
68
68
68
68
68
68
68
68
68
68
72
72
72
72
72
72
72
72
72
72
72
72
72
76
76
76
76
76
76
76
76
76
76
76
76
76
80
80
80
80
80
80
80
80
80
80
80
80
Dimension
mm
Wall
thickness
T
mm
L210
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
12,7
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
14,3
15,9
17,5
19,l
20,6
22,2
23,8
25,4
27,0
28,6
30,2
31,8
66,O
78,7
94,0
94,0
Ill,8
132,l
132,l
132,l
157,5
157,5
188,O
188,O
188,O
66,O
78,7
94,0
94,0
Ill,8
Ill,8
1321,
132,l
157,5
157,5
188,O
188,O
188,O
66,O
78.7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
157,5
188,O
188,O
78,7
94,0
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
157,5
188,O
188,O
Copyright International Organization for Standardization
Provided by IHS under license with ISO
No reproduction or networking permitted without license from IHS
L245
L290
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
94,0
Ill,8
111.8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
94,0
Ill,8
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
223,5
266,7
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
A,
L320
L360
Grade
L390
L415
L450
L485
L555
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
94,0
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
Ill,8
Ill,8
132,l
157,5
157,5
188,O
188,O
188,O
223,5
223,5
223,5
266,7
94,0
Ill,8
132‘1
157,5
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
266,7
94,0
Ill,8
132,l
132,l
157,5
188,O
188,O
188,O
223,5
223,5
266,7
266,7
266,7
94,0
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
Ill,8
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
132,l
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
Ill,8
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,7
320,O
320,O
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
266,5
320,O
320,O
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
132,l
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
157,5
157,5
188,O
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
157,5
188,O
188,O'
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
459,7
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
459,7
157,5
157,5
188,O
223,5
223,5
266,7
266,7
320,O
320,O
383,5
383,5
383,5
459,7
167,6
188,O
223,5
223,5
266,7
266,7
320,O
320,O
320,O
383,5
383,5
459,7
101
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0 IS0
IS0 3183-1:1996(E)
Annex F
(normative)
Purchaser inspection
F.l
Inspection
notice
Where the inspector
representing
the purchaser desires to inspect pipes
reasonable notice shall be given of the time at which the run is to be made.
F.2
or witness
particular
tests,
Plant access
The inspector representing
the purchaser, shall have unrestricted
access at all times while work on the
contract of the purchaser is being performed, to all parts of the manufacturer’s
works which concern the
manufacture
of the pipe ordered. The manufacturer
shall afford the inspector all reasonable facilities to
satisfy himself that the pipe is being manufactured
in accordance with this specification.
All inspections
should be made at the place of manufacture
prior to shipment, unless otherwise specified on the purchase
order, and shall be so conducted as not to interfere unnecessarily with the operation of the works.
F.3
Compliance
The manufacturer
is responsible
for complying
with all of the provisions
of this specification.
purchaser may make any investigation
necessary to satisfy himself of compliance by the manufacturer
may reject any material that does not comply with this specification.
F.4
The
and
Rejection
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Unless otherwise provided, material which shows defects on inspection subsequent to acceptance at the
manufacturer’s
works, or which proves defective when properly applied in service, may be rejected, and
the manufacturer
so notified. If tests that require the destruction
of material are made, any product which
is proven to have not met the requirements
of the specification
shall be rejected. Disposition
of rejected
product shall be a matter of agreement between the manufacturer
and the purchaser.
102
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IS0 3183-1:1996(E)
0 IS0
Annex G
(normative)
Workmanship,
G.l
Purchaser
examined
Workmanship
Imperfections
manufacturer
defects.
G.3.1
and shall be free of defects in the finished
condition.
inspection
When stated on the purchase
G.3
and repair of defects
Visual inspection
All pipes shall be visually
G.2
visual inspection,
order, the provisions
of annex F shall apply.
and defects
of the following
types exceeding the specified criteria shall be considered
shall take all reasonable
precautions
to minimize
recurring
imperfections,
defects.
damage
The
and
Dents
A pipe shall contain no dents greater than 6,35 mm, measured as the gap between the lowest point of the
dent and a prolongation
of the original contour of the pipe. The length of the dent in any direction shall not
exceed one-half the pipe diameter. All cold-formed
dents deeper than 3,18 mm with a sharp bottom gouge
shall be considered as defect. The gouge may be removed by grinding.
G.3.2
Offset of plate edges
For pipe with
seams shall
12,7 mm the
welded pipe,
G.3.3
filler metal thicknesses I 12,7 mm, the radial
not be greater than I,59 mm. For pipe with
radial offset shall not be greater than 0,125
the radial offset of plate edges plus flash trim
Out-of-line
offset (misalignment)
of plate edges in the weld
filler metal welds having wall thicknesses
over
T or 3,18 mm whichever
is smaller. For electricshall be no greater than I,52 mm.
weld bead for pipe with filler metal welds
Out-of-line weld bead (off-seam weld) shall not be cause for rejection provided
complete fusion have been achieved as indicated by non-destructive
testing.
G.3.4
Height of outside
and inside weld beads - submerged
The weld bead shall not extend
amount listed in table G.I.
above the prolongation
Table G.l - Maximum
Specified
wall thickness
(T )
surface
and
of the pipe more than the
of weld bead
Maximum
height
of weld bead
mm
mm
T I12,70
3,18
T > 12.70
4,76
103
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Copyright International Organization for Standardization
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penetration
arc-welds
of the original
height
complete
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0 IS0
IS0 3183-1:1996(E)
Weld beads higher than permitted by the requirements
limits at the option of the manufacturer.
of this paragraph
may be ground
to acceptable
The height of the weld bead shall in no case come below a prolongation
of the surface of the pipe (outside
or inside the weld bead), except that contouring
by grinding, otherwise covered in this part of IS0 3183
shall be permitted.
G.3.5
Height of flash of electric-welded
The outside
flash of electric-welded
I
pipe
pipe shall be trimmed
The inside flash of electric-welded
pipe shall not extend
surface of the pipe more than I,52 mm.
G-3.6 Trim of inside flash of electric-welded
to an essentially
flush condition.
above the prolongation
of the original
inside
pipe
The depth of groove resulting from removal of the internal flash of electric-welded
pipe shall not be
greater than the amount listed in table G.2 for the various wall thicknesses. Depth of groove is defined as
the difference between the wall thickness measured approximately
25,4 mm from the weld line and the
remaining wall under the groove.
Table
Specified
G.2 - Maximum
wall thickness
of trim
Maximum
(T )
depth of trim
mm
mm
6.3.7
depth
T 23‘8
3,8 c T c 7,6
0,lO T
T 2 7,6
0,05 T
0,38
The surface of cold formed welded pipe shall be examined visually to detect irregularities
in the curvature
of the pipe. When this examination
fails to disclose mechanical
damage as the cause of the irregular
surface, but instead indicates that the irregular surface may be attributed to a hard spot, the hardness and
dimensions
of the area shall be determined.
If hardness and dimensions
exceed the afore-mentioned
rejection criteria, the hard spot shall be removed.
Cracks and leaks
All cracks, sweats and leaks shall be considered
G.3.9
defects.
Laminations
Any lamination or inclusion extending into the face or bevel of the pipe and having a visually determined
transverse dimension exceeding 6,35 mm is considered as defect. Pipe containing such defects shall be cut
back until no lamination or inclusion is greater than 6,35 mm.
104
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I
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Hard spots
Any hard spot having a minimum dimension > 50,8 mm in any direction and a hardness 2 35 HRC (HB 327)
is rejectable. The section of pipe containing the hard spot shall be removed as a cylinder.
G.3.8
j
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I_
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1;
IS0 3183-1:1996(E)
0 IS0
Any lamination
in the body of the pipe that is both:
1) 2 19,l mm in the minor
dimension
2) 2 7 742 mm* in area is considered
and
a defect.
Disposition
of such defects shall be in accordance with G.4.3 or G.4.4. No specific inspection
by the
manufacturer
is required unless the purchaser specifies special non-destructive
testing on the purchase
order.
NOTE 28 A lamination
G.3.10
is defined
as an internal
metal separation
creating
layers generally
caused
by arcing
parallel to the surface.
Arc burns
Arc burns, defined as localized points of surface
and pipe surface, shall be considered defects.
NOTE 29 Contact marks, defined
between the electrodes supplying
melting
between
electrode
or ground
as intermittent
marks adjacent to the weld line, resulting from the electrical
the welding current and the pipe surface, are not defects.
Disposition of pipe containing arc burns shall be in accordance
grinding shall be subject to the following additional conditions.
with G.4 except that removal
contact
of defects by
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Arc burns may be removed by grinding, chipping or machining. The resulting cavity shall be thoroughly
cleaned and checked for complete
removal of damaged material by etching with a 10 % solution of
ammonium
persulfate or with a 5 % solution of nital. If removal of damaged material is complete the cavity
may be merged smoothly into the original contour of the pipe by grinding, provided the remaining wall
thickness is within specified limits.
G.3.11
Undercuts
Undercutting
of submerged arc- or gas metal arc-welded pipe is the reduction in thickness of the pipe wall
adjacent to the weld where it is fused to the surface of the pipe. Undercutting
can best be located and
measured visually.
Minor undercutting
on either the inside or the outside
and is acceptable without repair or grinding.
of the pipe is defined
in G.3.11.1 and G.3.11.2 below
G.3.11.1
Maximum
depth of 0,79 mm and not exceeding 12,5 % of the wall thickness with a maximum
length of one half the wall thickness and not more than two such undercuts in any 0,30 m of the weld
length.
G.3.11.2
Maximum
G.3.11.3
Undercutting
depth of 0,40 mm, any length.
in excess of the above limit, shall be considered
a defect. Disposition
shall be as
follows:
a) Undercut
thickness
defects not exceeding 0,79 mm in depth
shall be removed by grinding in accordance
and not exceeding
with G.4 a).
12,5 % of the specified
b) Disposition
of undercuts greater in depth than 0,79 mm or 12,5 % of the specified
be in accordance with G.4 b), c) or d).
G.3.12
wall thickness
wall
shall
Other defects
Any imperfection
having a depth greater than 12,5 % of the specified
surface of the pipe, shall be considered a defect.
Copyright International Organization for Standardization
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wall thickness,
measured
from the
105
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,
0 IS0
IS0 3183-1:1996(E)
G.4
Disposition
Pipe containing
of defects
a defect must be given one of the following
dispositions.
a) The defect shall be removed by grinding provided the remaining
limits. Grinding shall be done in a workmanlike
manner.
b) The defect shall be repaired
by welding
c) The section of pipe containing
in accordance
wall thickness
with G.5 through
the defect shall be cut off within
is within
specified
G.8.
the limits of requirements
on length.
d) The entire pipe shall be rejected.
G.5
Repair of defects
a) Seamless
by welding
pipe and parent
metal of welded
pipes
The repair of defects in seamless pipe and parent metal of welded pipe is permissible
except when the
depth of defect exceeds 33% % of the specified wall thickness of the pipe and the length of that portion of
the defect in which the depth exceeds 12,5 % is greater than 25 % of the specified outside diameter of the
pipe, or when more than one repair is required in any length equivalent to 10 times the specified outside
diameter of the pipe. Repairs shall be made in accordance with G.6. Repair welds shall be inspected by the
magnetic particle method in accordance with 8.10.11.4 or by liquid penetrant or, by agreement between
purchaser and manufacturer,
other NDT methods may be used.
b) Weld seam of welded
pipes
Defects in filler metal welds may be repaired at the discretion of the manufacturer.
Such repairs shall be in
accordance with G.7. Electric-welds
may be repaired only by agreement between the purchaser and the
manufacturer;
such repairs shall be in accordance with G.8. Repair welds shall be inspected by ultrasonic
methods in accordance with 8.10.11.3.1 to 8.10.11.3.3 except that the equipment
need not be capable of
continuous
and uninterrupted
operation
and, at the option of the manufacturer,
repairs made by
submerged
arc-welding
or by shielded metal arc-welding
may alternatively
be inspected by radiological
methods in accordance with 8.10.11.2.1 to 8.10.11.2.9.
c) Heat treated
pipes
When heat treated pipes have been repaired by welding, the need for, and type of, reheat treatment shall
be by agreement between the purchaser and the manufacturer,
based on the effect of the repair on the
structure and properties of the heat treated pipes.
G.6 Procedure
for repair by welding
of seamless
pipe and parent
metal of welded
The repair of defects in seamless pipe and parent metal of welded pipe shall conform
requirements.
Conformity to the repair procedure is subject to approval of the purchaser’s
a) The defect shall be removed completely
by chipping and/or
thoroughly
cleaned and, before welding, shall be inspected
complete removal of the defect.
pipe
to the following
inspector.
grinding and the resultant cavity shall be
by magnetic particle methods to ensure
b) The minimum
length of repair weld shall be 50,8 mm. Where the orientation
repair weld shall be placed in the circumferential
direction.
of the defect permits,
the
c) The repair weld shall be made either by automatic submerged
arc-welding,
gas metal arc-welding,
or
manual shielded metal arc-welding
using low hydrogen electrodes. The metal temperature
in the area
to be repaired shall be a minimum of 10 “C. The welding procedure and performance
shall be qualified
in accordance with annex B.
d) The repair weld shall be ground
e) Repaired
to merge smoothly
pipe shall be hydrostatically
into the original
tested after repairing
contour
in accordance
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106
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of the pipe.
with 8.10.9.
0 IS0
G.7
IS0 3183-1:1996(E)
Procedure
for repair of submerged
arc- and gas metal arc-welds
The repair of submerged
arc- and gas metal arc-welds shall
Conformance
is subject to approval of purchaser’s inspector.
conform
to the following
requirements.
a) The defect shall be completely removed and the cavity thoroughly
cleaned. Where multiple pass repairs
are used, the size of the cavity shall be sufficiently
large (at least 50,8 mm in length) to avoid
coincidence of starts and stops of individual passes.
b) The minimum
length of each repair weld shall be 50,8 mm. The repair weld shall be made either by
automatic
submerged
arc-welding,
or manual shielded
metal arc-welding
using low hydrogen
electrodes, and the welding procedure and performance shall be qualified in accordance with annex B.
c) Each length of repaired
G.8
Procedure
pipe shall be tested hydrostatically
in accordance
with 8.10.9.
for repair of electric welds
The repair of electric-welds
shall conform to the following
requirements
and shall include the weld zone
which is defined for the purposes of repair as 12,7 mm on either side of the fusion line. Conformity
to the
repair procedure is subject to approval of the purchaser’s inspector.
a) The weld zone defect shall be removed
shall be thoroughly
cleaned.
b) The minimum
at least 3 m.
completely
by chipping
and/or grinding
length of repair weld shall be 50,8 mm and individual
and the resultant
cavity
weld repairs shall be separated
by
c) The repair weld shall be made either by automatic submerged
arc-welding,
gas metal arc-welding,
or
manual shielded metal arc-welding
using low hydrogen electrodes. The metal temperature
in the area
to be repaired shall be a minimum of 10 “C. The welding procedure and performance shall be qualified
in accordance with annex B.
d) When a repair weld is made through the full wall thickness, it shall include weld passes made from both
the inside diameter and the outside diameter of the pipe. Starts and stops of the inside diameter and
outside diameter repair welds shall not coincide.
e) The repair shall be ground to merge smoothly
maximum crown of I,52 mm.
pipe shall be hydrostatically
contour
tested after repair in accordance
of the pipe and shall have a
with 8.10.9.
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f) Repaired
into the original
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IS0 3183-1:1996(E)
0 IS0
Annex H
(informative)
Comparison
of steel grade designations
This table gives a comparison
of steel grade designations
specified in ANSI/API Spec. 5 L Ill.
Steel grade
(according to IS0 3183-1)
L175 (Cl I, Cl II)
L210
L245
L290
L320
L360
L390
L415
L450
L485
L555
defined
by this part of IS0 3183 against
Steel grade
(according to ANSI/API Spec. 5 L)
A 25 (Cl I; Cl II)
A
B
X 42
X 46
X 52
X 56
X 60
X 65
x 70
X 80
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108
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those
IS0 3183-1:1996(E)
0 IS0
Annex J
(informative)
Main differences
The main differences
between
IS0 3183-1 and ANSI/API
Spec. 5L [I]
are as follows:
To SECTION 1 of ANSI/API
Spec. 5L
Scope
-
TFL-pipe,
supplementary
-
In 1.1 “Coverage” the seventh paragraph relating to field welding was deleted.
relating to Class I and Class II steels is mentioned in 7.2.1 (note 4) of IS0 3183-1.
-
Only metric units are used (1.2 “Metric
-
1.3 “Referenced
-
1.6 “Special
-
1.7 “Certification”
standards”
units and conversions”
was modified
was completed
Process of manufacture
The ninth
paragraph
was deleted).
(see clause 2 “Normative
references”).
The last sentence
properties
(IS0 10474; see clause 8.1).
Spec. 5L
in “definitions”
of 2.4 was inserted
To SECTION 4 of ANSI/API
(see 3.2) and in “manufacturing”
as separate sub-clause
(see clause 6).
6.6 “Traceability”.
Spec. 5L
and tests
values of ANSI/API
Grade designations
by an alternative
and material
This section was separated
The strength
SR7, was deleted.
processes” was deleted.
To SECTION 2 of ANSI/API
Mechanical
requirement
5L were rounded
are analogous
to the next (higher)
5 or 10 N/mm*.
to IS0 3183-2.
The elongation values are based on the proportional
gauge length (L,, = 5,656).
Therefore only one value
per steel grade is fixed. These values were determined by using the API formula, converting the calculated
values in accordance
with IS0 2566-l and rounding
non-integer
values to the next higher integer.
Therefore the “Elongation table” in Annex C was deleted.
Fig. 4.3 “Flattening
was deleted;
Test” was supplemented
In this part of IS0 3183 all requirements
IS0 3183-1 refers in 8.10.2 to IS0 6892 and ASTM A 370
by 8.5.1.2 in IS0 3183-1 for clarification.
concerning
inspection
and testing
are contained
in clause 8.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Fig. 4.2 “Tensile Test Specimens”
where those specimens are given.
109
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0 IS0
IS0 3183-1:1996(E)
To SECTION 5 of ANSI/API
Spec. 5L
All hydrostatic test pressures of tables 6.1, 6.la and 6.2 (see tables 6, 7, 8 and 9) were newly
considering the specified minimum yield strength values (see table 3).
To SECTION 6 of ANSI/API
Dimensions,
computed
Spec. 5L
masses and lengths
-
The formula for mass-calculation
with IS0 4200).
-
Symbols
was completed
by two further
for pipe mass per unit length were modified
To SECTION 9 of ANSI/API
digits (0,02466l5)
in 7.6.1 in accordance
in 7.6.4.
Spec. 5L
j
I
Non-destructive
inspection
9.5 “Radiological
NDT reference
/
,
standards”
supplemented
by reference
to IS0 1027 (see 8.10.11.2.4).
I
To SECTION 11 of ANSI/API
Spec. 5L
[
1
Marking
L
I
and coating
The symbols
clause 9).
to be used for the manufacturing
process
and heat treatment
were
partly
modified
/
(see
i
[
To Appendix
H of ANSI/API
1
Spec. 5L
i
Marking
instructions
for ANSI/API
licensees
,
i
/
This annex was deleted,
because it is not relevant to this International
Standard.
8
t
1.
Ir
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110
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i
I
0 IS0
ISO3183-1:1996(E)
Annex K
(informative
Bibliography r’
[II
American
November
National
1,1992.
Standard
ANSI/API
Spec.
5L-1993:
Specification
for
line
pipe;
40th
edition,
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
111
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
IS0 3183-1:1996(E)
ICS
75.200; 77.140.75
Descriptors:
petroleum industry, piping, fluid pipelines, oil pipelines, gas pipelines, pipes (tubes), steel tubes, specifications,
materials
chemical composition,
tests,
mechanical tests,
mechanical properties,
dimensions,
manufacturing requirements,
specifications,
hydrostatic tests, chemical analysis, inspection, marking, designation, delivery condition.
Price based on 111 pages
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