AMERICAN SOCIETY FOR TESTING AND MATERIALS et al v. PUBLIC.RESOURCE.ORG, INC.

Filing 198

MOTION for Summary Judgment by AMERICAN SOCIETY FOR TESTING AND MATERIALS, AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR-CONDITIONING ENGINEERS, INC., NATIONAL FIRE PROTECTION ASSOCIATION, INC. (Attachments: # 1 Memorandum in Support, # 2 Appendix A, # 3 Statement of Facts, # 4 Annex A, # 5 Declaration Jane W. Wise, # 6 Exhibit 1-29, # 7 Exhibit 30-44, # 8 Exhibit 45-66, # 9 Exhibit 67-81, # 10 Exhibit 82-109, # 11 Exhibit 110-125, # 12 Exhibit 126-140, # 13 Exhibit 141-148, # 14 Exhibit 149, # 15 Exhibit 150 Part 1, # 16 Exhibit 150 Part 2, # 17 Exhibit 150 Part 3, # 18 Exhibit 150 Part 4, # 19 Exhibit 150 Part 5, # 20 Exhibit 150 Part 6, # 21 Exhibit 150 Part 7, # 22 Exhibit 150 Part 8, # 23 Exhibit 150 Part 9, # 24 Exhibit 150 Part 10, # 25 Exhibit 150 Part 11, # 26 Exhibit 150 Part 12, # 27 Exhibit 150 Part 13, # 28 Exhibit 150 Part 14, # 29 Exhibit 150 Part 15, # 30 Exhibit 151 Part 1, # 31 Exhibit 151 Part 2, # 32 Exhibit 151 Part 3, # 33 Exhibit 152 Part 1, # 34 Exhibit 152 Part 2, # 35 Exhibit 152 Part 3, # 36 Exhibit 152 Part 4, # 37 Exhibit 152 Part 5, # 38 Exhibit 153 Part 1, # 39 Exhibit 153 Part 2, # 40 Exhibit 154-156, # 41 Exhibit 157, # 42 Exhibit 158, # 43 Exhibit 159, # 44 Exhibit 160, # 45 Exhibit 161, # 46 Exhibit 162, # 47 Exhibit 163, # 48 Exhibit 164-173, # 49 Declaration James S. Thomas and Exs. 1-9, # 50 Declaration James Pauley, # 51 Exhibit A-V, # 52 Exhibit W-OO, # 53 Declaration Stephanie Reiniche and Exs. 1-2, # 54 Declaration Christopher Butler, # 55 Text of Proposed Order Proposed Order and Injunction)(Fee, J.). Added MOTION for Permanent Injunction on 10/8/2019 (ztd).

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By Authority Of 
THE UNITED STATES OF AMERICA

 Legally Binding Document
By the Authority Vested By Part 5 of the United States Code § 5
Part 1 of the Code of Regulations § 51 the attached document has b
INCORPORATED BY REFERENCE and shall be considere
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binding upon all citizens and residents of the United States of
HEED THIS NOTICE: Criminal penalties may apply for noncomp
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 HEED THIS NOTICE  Criminal penalties may apply for noncomp
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ASTM A106: Standard Specification for
Carbon Steel Pipe for High-Temperature

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49 CFR 192.113

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American Society for Testing and Mate

Official Incorporator:
THE E
 XECUTIVE DIRECT
OFFICE OF THE FEDERAL
 WASHINGTON, D.C.

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a
~

INTERN

Designation: A 106 A 106M

04b

1

TION

L

Standard Specification for

Seamless Carbon Steel Pipe for High Temperature S
This standar d is issued under the fixed designation A 1 61A 106M; the number immediately following the designatio
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the yea
A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department o f Defense.

1. Scope*

2. Referenced Documents
2

1.1 This specification covers seamless carbon steel pipe for
high-temperature service (Note 1 in NPS s to NPS 48 [DN 6
to DN 1200] (Note 2 inclusive, with nominal (average) wall
thickness as given in ASME B 36.lOM. It shall be permissible

to furnish pipe having other dimensions provided such pipe
complies with all other requirements of this specification. Pipe
ordered under this specification shall be suitable for bending,
flanging, and similar forming operations, and for welding.
When the steel is to be welded, it is presupposed that a welding
procedure suitable to the grade of steel and intended use or
service will be utilized.
NOTE

I

It

is suggested, consideration be given to possible graphitiza·

tion.
NOTE 2 - T h e dimensionless designator NPS (nominal pipe size) [DN

(diameter nominal)]
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has been substituted in this standard for such
traditional terms as nominal diameter, size, and nominal size.

2.1 ASTM Standards: 3
A 530lA 530M Specification fo
Specialized Carbon and Alloy
E 213 Practice for Ultrasonic
and Tubing
E 309 Practice for Eddy-Curre
bular Products Using Magnet
E 381 Method of Macroetch
Blooms, and Forgings
E 570 Practice for Flux Leakag

netic Steel Tubular Products
2.2 ASME Standard:
ASME B 36.lOM Welded an
Pipe4
2.3 Military Standards:

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MIL-STD-129 Marking for Sh
MIL-STD-163 Steel Mill Pro
 and Storage5Join
ment Sign In
2.4 Federal Standard:
Fed. Std. No. 123 Marking for
 Search document
Fed. Std. No. 183 Continuous I

and Steel Products5
2.5 Other Standards:
SSPC-SP 6 Surface Preparation

1.2 Supplementary requirements of an optional nature are
Search
provided for seamless pipe intended for use in 
applications
where a superior grade of pipe is required. These supplemen
tary requirements call for additional tests to be made and when
7
Download be so stated in the order. of 10
desired shall

1.3 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents. Therefore, each
system is to be used independently of the other.
3. Ordering Information
1.4 The following precautionary caveat pertains only to the
3.1 The inclusion of the follow
test method portion, Sections 11, 12, 13, 14, and 15,General
Fitting
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the desired material adequately,
specification: NOW Is the Tim…does not purport to address Howof
This standard
Writing: all To… Buttwelding Ends One For Dummies
specification:
the safety concerns i any associated with its use. It is the
3.1.1 Quantity (feet, metres, or
responsibility o f the user o f this standard to establish appropriate safety and health practices and determine the applicability o f regulatory limitations prior to use.

3 For referenced ASTM standards, visit t
contact ASTM Customer Service at service@
Standards volume information, r efer to the st
the ASTM website.
4 Available from American Society of M
International Headquarters, Three Park Ave.,
5 Available from Standardization Docum
Section D, 700 Robbins Ave., Philadelphia,
6 Available from Steel Structures Paintin
Floor, Pittsburgh, PA 15222-4656.

1 This specification is under the jurisdiction of Committee AOI on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
AOl.09 on Carbon Steel Tubular Products.
Current edition approved Oct. I 2004. Published October 2004. Originally
approved in 1926. Last previous edition in 2004 as A 1 61A 106M - 04a.
2 For ASME Boiler and Pressure Vessel Code applications see related Specifi·
cations SA-106 in Section II of that Code.

A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive PO Box C700 West Conshohocken PA 19428·2959 United States.

28

A

106 A

3.1.2 Name of material (seamless carbon steel pipe),
3.1.3 Grade (Table 1),
3.1.4 Manufacture (hot-finished or cold-drawn),
3.1.5 Size (NPS [DN] and weight class or schedule number,
or both; outside diameter and nominal wall thickness; or inside
diameter and nominal wall thickness),
3.1.6 Special outside diameter tolerance pipe (16.2.2),
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3.1.7 Inside diameter tolerance pipe, over 10 in. [250 mm]

106M
6

04b

General Requirements
6.1 Material furnished to this

the applicable requirements of t
cation A 530/A 530M unless oth

7 Chemical Composition
7.1 The steel shall conform
chemical composition prescribed

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ID (16.2.3),
3.1.8 Length (specific or random, Section 20),
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3.1.9 Optional requirements (Section 9 and Sl S8 ,
to
3.1.1 0 Test report required (Section on Certification of
Specification A 530/A 530M),
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3.1.11 Specification designation 7 10610 A 106M, includ
(A of or
ing year-date),
3.1.12 End use of material,
3.1.13 Hydrostatic test in accordance with Specification
A 53 lA 530M or 13.3 of this specification, or NDE in
accordance with Section 14 of this specification.
Fitting 3.1.14 Special requirements. ASME B16.9-2007
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4.1 The steel shall be killed steel, with the primary melting

process being open-hearth, basic-oxygen, or electric-furnace,
possibly combined with separate degassing or refining. If
secondary melting, using electroslag remelting or vacuum-arc
remelting is subsequently employed, the heat shall be defined
as all of the ingots remelted from a single primary heat.
4.2 Steel cast in ingots or strand cast is permissible. When
steels of different grades are sequentially strand cast, identifi
cation of the resultant transition material is required. The
producer shall remove the transition material by any estab
lished procedure that positively separates the grades.
4.3 For pipe NPS 1 V [DN 40] and under, it shall be
permissible to furnish hot finished or cold drawn.
4.4 Unless otherwise specified, pipe NPS 2 [DN 50] and
over shall be furnished hot finished. When agreed upon
between the manufacturer and the purchaser, it is permissible
to furnish cold-drawn pipe.
Heat Treatment

5

8

Heat Analysis
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8.1 An analysis of each heat
steel manufacturer to determine
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ments specified in Section 7.

cesses of 5.1 are employed, the h
from one remelted ingot or the p
of each primary melt. The chem
mined, or that determined from a
manufacturer, if the latter has not

be reported to the Networking All-in
ASME B16.25-2017 purchaser or t
and shall conform to the requirem
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9 Product Analysis
9.1 At the request of the purc

from each lot (Note 3) of 400 le
each size up to, but not including
each lot of 200 lengths or fractio
[DN 150] and over, shall be made
finished pipe. The results of these
the purchaser or the purchase
conform to the requirements spec
9.2 f the analysis of one of t
not conform to the requiremen
analyses shall be made on add
original number from the sam
conform to requirements specifie
NOTE 3 - A lot shall consist of the
Sections 9 and 21 of the same size and
of steel.

10 Tensile Requirements

5.1 Hot-finished pipe need not be heat treated. Cold-drawn
pipe shall be heat treated after the final cold draw pass at a
temperature of 1200 of (650°C) or higher.

10.1 The material shall confor
tensile properties given in Table
11 Bending Requirements

TABLE 1 Chemical Requirements

11.1 For pipe NPS 2 [DN 50]

Composition,

of pipe shall stand being bent

Grade A
Carbon, maxA
Manganese
Phosphorus, max
Sulfur, max
Silicon, min
Chrome,
B
Copper,
x
Molybdenum, maxB
Nickel, maxB
B
Vanadium,
x
xB

Grade B

Grade C

0.25
0.27-0.93
0.035
0.035
0.10

0.30
0.29-1 .06
0.035
0.035

0.35
0.29-1.06
0.035
0.035

0 10

0 10

0.40
0.40
0.15
0.40
0.08

0.40
0.40
0.15
0.40
0.08

0.40
0.40
0.15
0.40
0.08

For each reduction of 0.01
below the specified carbon maximum, an
manga nese above the specified maximum will be permitted up

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increase of 0.06
A

cylindrical mandrel, the di ameter
outside diameter (as shown in AS
without developing cracks. When
pipe shall stand being bent co
cylindrical mandrel, the diameter
outside diameter (as shown in AS
without failure.
11.2 Subject to the approval
whose diameter exceeds 10 in. [2
sible for the bend test to be subs
described in Section 12. The bend

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to

a maximum of 1.35 . '
B These five elements combined shall not exceed 1

at room temperature through 180°

.

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A 106 A 106M

04b

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ASME B16.25-2017
TABLE 2 Tensile Requirements
Writing: How To…

Tensile strength, min, psi [MPa]
Yield strength, min, psi [MPa]

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Grade A

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Grade B

000 [330]
30 000 [205]

48

60
35

000 [415]
000 [240]

Longitu
dinal

Transverse

Longitudinal

35

25

30

16.

28

20

22

12

Elongation in 2 in. [50 mm], min, Yo:
Basic minimum elongation transverse strip tests, and for all small
sizes tested in full section
When standard round 2-in. [50-mm] gage length test specimen is
used
For longitudinal strip tests
For transverse strip tests, a deduction for each Vs2 in. [0.8-mm]
decrease in wall thickness below 5/,6 in. [7.9 mm] from the basic
minimum elongation of the following percentage shall be made
A

for

A

Transv

A

1.25

1.0

The minimum elongation in 2 in. [50 mm] shall be determined by the following equation:
2
e = 625
/
U0 9
81

units, and

e= 1

94 Ao

2

/

09

for inch-pound units,
where:
e
minimum elongation in 2 in. [50 mm], %, rounded to the n earest 0.5 %,
cross-sectional area o f the tension test specimen, in.2 [mm2], based upon specified outside diameter or nominal specimen
A
rounded to the nearest 0.01 in. 2 [ mm 2]. If the area thus calculated is equal to or greate r than 0.75 in. 2 [500 mm 2], then
be used.), and
specified tensile strength, psi [MPa].

the bend being 1 in. [25 mm], without cracking on the outside
portion of the bent portion.
11.3 For pipe whose diameter exceeds 25 in. [635 mm] and
whose diameter to wall thickness ratio is 7.0 or less, the bend
test described in 11.2 shall be conducted instead of the
flattening test.
NOTE 4--D iame ter to wall thickness ratio = pecified outside diameter/
nominal wall thickness.
Example: For 28 in. [711 mm] diameter 5.000 in. [127 mm] thick pipe
the diameter to wall thickness ratio = 28/5 = 5.6 [711/127 = 5.6].

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shall be permissible for the full bo
with a nondestructive electric test
13.3 Where specified in the
permissible for pipe to be furnishe
and without the nondestructive el
this case, each length so furnished
marking of the letters NH. t s
meeting the requirements of 13.1 o
pipe without either the hydrostat
test has been specified in the purch
pipe need not be marked with the

12 Flattening Tests

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failed either the hydrostatic test o
electric test of 13.2 shall not e f

12.1 Except as allowed by 11.2, for pipe over NPS 2 [DN
50], a section of pipe not less than 21/2 in. [63.5 mm] in length
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shall be flattened cold between parallel plates until  opposite
the
walls of the pipe meet. Flattening tests shall be in accordance
with Specification A 530/A 530M, except that in the formula
7
of 10
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used to calculate the H ' value, the following e constants
shall be used:
0.08 for Grade A
0.07 for Grades B and C
12.2 When low D to t ratio tubulars are tested, because the


13.4 Where the hydrostatic t
electric test are omitted and the len
NH, the certification, where requ
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
Hydrostatically Tested, and the
pended to the product specificatio
shown on the certification.
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14 Nondestructive Electric Tes

strain imposed due to geometry is unreasonably high on the

14.1 As an alternative to the hy
inside surface at theIt!: Why twelve o'clock locations, cracks at
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where specifie
these locationsNOW Is not Tim…
shall the be cause for rejection if the D to tHow To… Buttwelding Ends
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alternative or addition to the hydr
each pipe shall be tested with a n
accordance with Practice E 213, E
the marking of each length of pip
the letters NDE. t is the intent o
test to reject pipe with impelfectio
equal to or greater than that p
calibration standard.

is less than ten.
13 Hydrostatic Test

13.1 Except as allowed by 13.2, 13.3, and 13.4, each length
of pipe shall be subjected to the hydrostatic test without
leakage through the pipe wall.
13.2 As an alternative to the hydrostatic test at the option of
the manufacturer or where specified in the purchase order, it
30

cO A 106 A 106M
14.2 Where the nondestructive electric test is peIiormed, the
lengths shall be marked with the letters NDE. The certifica
tion, where required, shall state Nondestructive Electric
Tested and shall indicate which of the tests was applied. Also,
the letters NDE shall be appended to the product specifica
tion number and material grade shown on the certification.
14.3 The following information is for the benefit of the user
of this specification:

04b

NPS

DN

15

:5

:5

>V2:51

>15:532

>1

> 32 :5 50

>

>5

:52
:55

> 50 :5 125

> 125

14.3.1 The refere nce standards defined in 14.4 through 14.6
are convenient standards for calibration of nondestructive
testing equipment. The dimensions of such standards are not to
be construed as the minimum sizes of impeIiections detectable
by such equipment.

14.3.2 The ultrasonic testing referred to in this specification
is capable of detecting the presence and location of significant
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longitudinally or circumferentially oriented imperfections:

14.5.2 Transverse Tangential N
file with a V4 in. [6-mm] diame
milled tangential to the surface a
dinal axis of the pipe. The no
exceeding 12 2 % of the specifi
or 0.004 in. [0.1 mm], whichever

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ASTM a106 | Pipe (Fluid Conveyance) | Mechanical Engineering

14.5.3 Longitudinal Notch-A
less in width shall be machined in
tube onSign In
axis
the outsideJoin ce o
suIia
exceeding 12 2 % of the specifi

however, different techniques need to be employed for the
detection of such differently oriented impeIiections. Ultrasonic
Search

testing is not necessarily capable of detecting short, deep
imperfections.

or 0.004 in. [0.1
notch shall be compatible with th
 Search document mm], whichever

14.5.4 Compatibility The dis

14.3.3
7
of referenced in this
DownloadThe eddy current examination 10

specification has the capability of detecting significant imper
fections, especially of the short abrupt type.

pipe shall be compatible with th
method being used.
14.6 For flux leakage testing,
reference notches shall be straight
radial B16.25-2017 Networking All-in
plane parallel to the pipe axi
ASME
V in. [12.7 mm], outside and insi
NOW Is the Tim…
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14.3.5 The hydrostatic test referred to in Section 13 has the
wall thicknesses equal to and abo
capability of finding defects of a size permitting the test fluid
outside notch shall be used. Notch

14.3.4 The flux leakage examination referred to in this
specification is capable of detecting the presence and location
of significant longitudinally or transversely oriented impeIiec
tions: however, different techniques need to be employed for
) Fitting
ASME B16.9-2007
IELTS General
of such differently oriented impeIiections.
the detection Crush It!: Why

% of the specified wall thickne
whichever is greater. Notch lengt
mm], and the width shall not
diameter and inside diameter no
ciently apart to allow separatio
signals.
14.7 Pipe containing one or m
duce a signal equal to or greater th
calibration standard shall be reject
signal shall be reexamined.
14.7.1 Test signals produced by

to detected by the tube pressure. Hydrostatic visually not
or leak through a loss ofwall and may be either testing isseen
necessarily capable of detecting very tight, through-the-wall
impeIiections or impeIiections that extend an appreciable
distance into the wall without complete penetration.
14.3.6 A purchaser interested in ascertaining the nature
(type, size, location, and orientation) of discontinuities that can
be detected in the specific applications of these examinations is
directed to discuss this with the manufacturer of the tubular
product.

14.4 For ultrasonic testing, the calibration reference notches
shall be, at the option of the producer, anyone of the three
common notch shapes shown in Practice E 213. The depth of
notch shall not exceed 12V2 % of the specified wall thickness
of the pipe or 0.004 in. [0.1 mm], whichever is greater.

be identified, or produced by crack
shall result in rejection of the pip
retested. To be accepted, the pipe
cation test to which it was origin
the remaining wall thickness is
permitted by this specification. The
may be reduced by the amount so
14.7.2 Test signals produced by
those listed below may be evalua
provisions of Section 18:
14.7.2.1 Dinges,

14.5 For eddy current testing, the calibration pipe shall
contain, at the option of the producer, anyone of the following
discontinuities to establish a minimum. sensitivity level for
rejection:

Drilled Hole-The calibration pipe shall contain
depending upon the pipe diameter three holes spaced 120°
apart or four holes spaced 90° apart and sufficiently separated
longitudinally to ensure separately distinguishable responses.
The holes shall be drilled radially and completely through the
pipe wall, care being taken to avoid distortion of the pipe while
drilling. Depending upon the pipe diameter the calibration pipe
shall contain the following hole:
14 5 1

14.7.2.2
14.7.2.3
14.7.2.4
14.7.2.5
14.7.2.6

Straightener marks,
Cutting chips,
Scratches,
Steel die stamps,
Stop marks, or

31

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14.7.2.7 Pipe reduce r ripple.
14.8 The test methods described in this section are not
necessarily capable of inspecting the end portion of pipes, a

17.1.3 f definite lengths are
ordered in single random lengths
with 5 % 12 to 16 ft [3.7 to 4.8 m],

condition referred to as end effect. The length of such end
effect shall be determined by the manufacturer and, when
specified in the purchase order, reported to the purchaser.

of
with a of 22 ft [6.7 m] with 535 f
length minimum average

18. Workmanship Finish and A
15. Nipples
15.1 Nipples shall be cut from pipe of the s ame dimensions
and quality described in this specification.

16. Dimensions Mass and Permissible Variations
16.1 M as s T he

more than 10

mass of any length of pipe shall not vary
over and 3.5
under that specified. Unless

otherwise agreed upon between the manufacturer and the
purchaser, pipe in NPS 4 [DN 100] and smaller may be
weighed in convenient lots; pipe larger than NPS 4 [DN 100]
shall be weighed separately.
16.2 Diameter The tolerances for diameter shall be in
accordance with the following:
16.2.1 Except for pipe ordered as special outside diameter
tolerance pipe or as inside diameter tolerance pipe, variations
in outside diameter shall not exceed those given in Table 3.
16.2.2 For pipe over 10 in. [250 mm] OD ordered as special
outside diameter tolerance pipe, the outside diameter shall not

vary more than 1
over or 1
under the specified outside
diameter.
16.2.3 For pipe over 10 in. [250 mm] ID ordered as inside
diameter tolerance pipe, the inside diameter shall not vary
more than 1 over or 1 under the specified inside diameter.
16.3 Thickness The minimum wall thickness at any point
shall not be more than 12.5
under the specified wall
thickness.

17. titles
RelatedLengths

18.1 The pipe manufacturer sh
ber of visual surface imperfect
assurance that they have been pro
to depth. Exploration of all su
required but consideration should
exploring all surface imperfection
18.2.
18.2 Surface imperfections that

of the nominal wall thickness or

wall thickness shall be consider
defects shall be given one of the
18.2.1 The defect shall be rem
that the remaining wall thickness
in 16.3.
18.2.2 Repaired in accordanc
provisions of 18.6.
18.2.3 The section of pipe cont
off within the limits of requiremen
18.2.4 Rejected.
18.3 To provide a workmanlike
ating conformance with 18.2 th
remove by grinding the following
18.3.1 Mechanical marks, abras
of which imperfections are deeper
18.3.2 Visual imperfections com
seams, laps, tears, or s).ivers fou
dance with 18.1 to be deeper tha
thickness.

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17.1 Pipe lengths shal l be in accordance with the following

regula r practice:

17.1.1 The lengths Search shall be specified in the order,
required
and
17.1.2 No jointers are permitted unless otherwise specified.

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7
TABLE 3

of 10

Variations n Outside Diameter

Permissible Variations in
Outside Diameter
NPS [ON Designator]
in.

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Va

Over

to

1 h

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[6 to 40].
Va. Tim…
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incl
Over 1 12 to 4 [40 to
100]. incl
Over 4 to 8 [100 to
200], incl
Over 8 to 18 [200 to
450]. incl
Over 18 to 26 [450 to
650]. incl
Over 26 to 34 [650 to
850]. incl
Over 34 to 48 [850 to
1200]. incl

Under
mm

in.

mm

0.031)

0.8

ASME B16.9-2007

IELTS General
(0.015)
0.4
Writing: How To…

0.4

Va.

'/32 (0.031)

0.8

V32

V6

0.062)

1.6

2 (0.031)

0.8

2 (0.093)

2.4

2 (0.031)

0.8

'/s (0.125)

3.2

2 (0.031)

0.8

2 (0.156)

4.0

2 (0.031)

0.8

3/'6 (0.187)

4.8

'/32 (0.031)

18.4 At surface imperfections a
rejection if the purchaser' s discreti
Sign In
Join

scattered, but appear over a large
considered a workmanlike finish. D
be a matter of agreement betwee
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
purchaser.
18.5 When imperfections or de
ing, a smooth curved surface shall
thickness shall not be decreased b
specification. The outside diamete
permitted to be reduced by the am

ASME B16.25-2017 Networking All-in
18.5.1 Wall thickness measurem
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0.8

mechanical caliper or with a prope
testing device of appropriate accu
measurement determined by use of
govern.
18.6 Weld repair shall be per
approval of the purchaser a nd in ac
A 530/A 530M.
18.7 The finished pipe shall be
NOTE 5-Marks and abrasions are def
marks, roll marks, ball scratches, scores

32

•

A 106 A 106M

19. End Finish
19.1 The Pipe shall be furnished to the following practice,

unless otherwise specified.
19 1 1 NPS 11/2 [DN 40J and Smaller All walls shall be
either plain-end square cut, or plain-end beveled at the option
of the manufacturer.
19.1.2 NPS 2 [DN 50J and Larger-Walls through extra
strong weights, shall be p l a i n e n d b e v e l e d . _
19 1 3 NPS 2 [DN 50J and Lar ger-Wa lls over extra strong
weights, shall be plain-end square cut.
NOTE 6-Plain-end beveled is defined as plain-end pipe having a bevel
angle of 30°, +5° or _0°, as measured from a line drawn perpendicular to
the axis of the pipe with a root face of 1/16 ± Y3 in. [1.6 ± 0.8 mm]. Other
bevel angles may be specified by agreement between the purchaser and the
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manufacturer.

04b

longitudinal axis of such test
location midway between the insi
pipe.
22.3 Test specimens for the be
and for the flattening tests shall
pipe. Specimens for flattening tes
and free from burrs, except whe
22.4 Test specimens for the be
11.3 shall be cut from one end of
specified, shall be taken in a t
be
specimen shall
taken as close t
and another from as close to the
specimens shall be either liz by
section or 1 by liz in. [25 by 1
corners rounded to a radius not o

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not exceed 6 in. [150 mm] in len
placed in tension during the bend
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inner and outer surface of the pip
22.5 All routine check tests sha
ture.
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

20. Number of Tests
Search

20.1 The tensile requirements specified in Section 7 shall be
determined on one length of pipe from each lot (Note 3) of 400
lengths or fraction thereof of each size under NPS 6 [DN 150],
7
of 10
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and from each lot of 200 lengths or fraction thereof of each size
NPS 6 [DN 150] and over.
20.2 For pipe NPS 2 [DN 50] and under, the bend test
specified in 11.1 shall be made on one pipe from each lot of
400 lengths or fraction thereof of each size. The bend test,
where used as permitted by 11.2 or required by 11.3, shall be
Fitting
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made on one end of 5Whyof the ASME B16.9-2007 lot. For small
pipe from each IELTS General
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lots, at least one pipe shall be tested.
20.3 The flattening test specified in Section 12 shall be
made on one length of pipe from each lot of 400 lengths or
fraction thereof of each size over NPS 2 [DN 50], up to but not
including NPS 6 [DN 150], and from each lot of 200 lengths or
fraction thereof, of each size NPS 6 [DN 150] and over.
20.4 If any test specimen shows flaws or defective machin
ing, it shall be permissible to discard it and substitute another
test specimen.
21. Retests
21.1 f the percentage of elongation of any tension test
specimen is less than that given in Table 1 and any part of the
in. [19 mm] from the center of the
fracture is more than
gage length of a 2-in.the specimen beforeas indicated by scribe
scratches marked on [50-mm] specimen testing, a retest shall
be allowed. f a specimen breaks in an inside or outside surface
flaw, a retest shall be allowed.
21.2 Should a crop end of a finished pipe fail in the
flattening test, one retest is permitted to be made from the
failed end. Pipe shall be normalized either before or after the
first test, but pipe shall be subjected to only two normalizing
treatments.

23. Certification
23.1 When test reports are r
requirements of Specification A 5
supplier shall furnish to the pu
report for the elements specified

ASME B16.25-2017 Networking All-in
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24. Product MarkingFor Dummies

24.1 In addition to the markin
A 530lA 530M, the marking sha
information as per Table 4, an add
more of the supplementary require
1 , if ordered as special outside
1 , if ordered as special inside
schedule number, weight c ~ a s s or
for sizes larger than NPS 4 [DN 1
be marked in feet and tenths of a
places], depending on the units
ordered, or other marking subject
/
/2
11 11 4 1, and
[DN 40 32 2
be marked as prescribed in Specifi
sizes shall be bundled in accordanc
and the total bundle footage m
individual lengths of pipe need n
For sizes less than NPS
[DN 2
shall be on the bundle tag or on e
include the total footage; individua
marked with footage. If not mar
required marking shall be on each
24.2 When pipe sections are c
subsequent processor for resale as

22. Test Specimens and Test Methods
22.1 On NPS 8 [DN 200] and larger, specimens cut either
longitudinally or transversely shall be acceptable for the
tension test. On sizes smaller than NPS 8 [DN 200], the
longitudinal test only shall be used.
22.2 When round tension test specimens are used for pipe
wall thicknesses over 1.0 in. [25.4 mm], the mid-length of the

T BLE

Hydro
Yes
No
No

Yes

Yes

4 M

NDE

Yes

o
o

33

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



A 106 A 106M

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04b



transfer complete identifying information, including the name
material shall be in accordance with Fed. Std.
7
of 10
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or brand of the manufacturer to each unmarked cut length, or
agencies and MIL-STD-129 or Fed. Std. No.
to metal tags securely attached to bundles of unmarked small
marking is required for military agencies.
diameter pipe. The same material designation shall be included
25.2 Inspection-Unless otherwise specifi
with the information transferred, and the processor s name,
the producer is responsible for the performa
trademark, or brand shall be added.
tion and testthe contract, the producer shall Ex
24.3 Bar Coding-In addition to the requirements in 24.1
specified in requirements specified herein. us
and 24.2, bar coding is acceptable as a supplementary identi
other suitable facilities for the performance
Fitting
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fication method. The purchaser may specify in the order a
and test requirements specified herein, unles
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specific bar coding system to be used.
the purchaser. The purchaser shall have the
any of the inspections and tests set forth in
25. Government Procurement
where such inspections are deemed necessary
25.1 When specified in the contract, material shall be
material conforms to the prescribed requirem
preserved, packaged, and packed in accordance with the
26. Keywords
requirements of MIL-STD-163. The applicable levels shall be
26.1 carbon steel pipe; seamless steel pip
as specified in the contract. Marking for the shipment of such

SUPPLEMENTARY REQUIREMENTS

One or more of the following supplementary requirements shall apply only when specified in
purchase order. The purchaser may specify a different frequency of test or analysis than is provi
in the supplementary requirement. Subject to agreement between the purchaser and manufactu
retest and retreatment provisions of these supplementary requirements may also be modified.
S1. Product Analysis

S 1.1 Product analysis shall be made on each length of pipe.
Individual lengths failing to conform to the chemical compo
sition requirements shall be rejected,
S2. Transverse Tension Test

S2.1 A transverse tension test shall be made on a specimen
from one end. or both ends of each pipe NPS 8 [DN 200] and
over. f this supplementary requirement is specified, the num
ber of tests per pipe shall also be specified. f a specimen from
any length fails to meet the required tensile properties (tensile,
yield, and elongation), that length shall be rejected subject to

from one end or both ends of each pipe and
and reasonably uniform material free from
tions, cracks, and similar objectionable defec
mentary requirement is specified, the numbe
required shall also be specified. f a specimen
shows objectionable defects, the length s
subject to removal of the defective end and s
indicating the remainder of the length to
reasonably uniform material.
S5. Carbon Equivalent

S5.1 The steel shall conform to a carbon e

53 1

retreatment in accordance with Specification A
and satisfactory retest.

A 530M

0.50 maximum as determined by the followi
Mn

CE

S3. Flattening Test

S3.1 The flattening test of Specification A 530/A 530M
shall be made on a specimen from one end or both ends of each
pipe. Crop ends may be used. f this supplementary require
ment is specified, the number of tests per pipe shall also be
specified. f a specimen from any length fails because of lack
of ductility prior to satisfactory completion of the first step of
the flattening test requirement, that pipe shall be rejected

Related titles

=

C

Cr

Mo

V

5

S5.2 A lower CE maximum may be agre
the purchaser and the producer.
S5.3 The CE shall be reported on the test
S6. Heat Treated Test Specimens

S6.1 At the request of the purchaser, one te
performed by the manufacturer on a test· spe
heat of steel furnished which has been either

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ASTM a106 | Pipe (Fluid Conveyance) | Mechanical Engineering
1250 OF or normalized

subject to retreatment in accordance with Specification A 53 1
A 530M and satisfactory retest. f a specimen from any length
of pipe fails because of a lack of soundness, that length shall be
Search

rejected, unless subsequent retesting indicates that the remain
ing length is sound.
S4. Met al Structur e and Etching Test 7
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at 1650 OF as
purchaser. Other stress relief or annealing
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appropriate to the analysis, may be specifi
between the purchaser and the manufacturer.
test shall meet the requirements of Table 1.
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S7. Internal Cleanliness Government Ord



of 10

S4.1 The steel shall be homogeneous as shown by etching
tests conducted in accordance with the appropriate sections of
Method E 381. Etching tests shall be made on a cross section

S7.1 The internal surface of hot finished
and tube shall be manufactured to a free o
34

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A 106 A 106M

•

equivalent to the visual standard listed in SSPC SP6. Cleaning
shall be performed in accordance with a written procedure that
has been shown to be effective. This procedure shall be
available for audit.
S8 Requirements for Carbon Steel Pipe for Hydrofluoric
Acid Alkylation Service
S8.1

Pipe shall be provided i n t h e normalized heat-treated
- condition.
S8.2 The carbon equivalent (CE), based upon heat analysis,
shall not exceed 0.43
if the specified wall thickness is equal
to or less than 1 in. [25.4 mm] or 0.45 % if the specified wall
thickness is greater than 1 in. [25.4 mm].
S8.3 The carbon equivalent (CE) shall be determined using
the following formula:
CE = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15

04b

S8.4 Based upon heat analysis in mass p
dium content shall not exceed 0.02 , the
shall not exceed 0.02 , and the sum of t
niobium contents shall not exceed 0.03 .
S8.5 Based upon heat analysis in mass pe
the nickel and copper contents shall not exc
S8.6 Based upon heat analysis in mass pe
contentshall not be less than 0.18 .
S8.7 Welding consumables of repair weld
hydrogen type. E60XX electrodes shall not

resultant weld chemical composition shall m
composition requirements specified for the p
S8.8

The designation "HF-N" shall be st
on each pipe to signify that the pipe co
supplementary requirement.

SUMMARY OF CHANGES

Committee A01 has identified the location

of

selected changes to this specification since the la
1,

of

A 106 - 04a, that ma y impact the use
(1) Revised 1.2 to delete the number

Related titless.
Requiremen

of

this specification. (Approved October
Supplementary

2004)

(2) Revised 13.3 to permit the supply of hyd
or nondestructively tested pipe, and to prohi

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pipe that has failed either test, both when
ordered.
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

N

Committee A01 has identified the location of selected changes to this specification since the la
A 106 - 04, that may impact the use of this specification. (Approved July 1, 2004)

7
of 10
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(1) Editorially revised Supplementary Requirements S8.

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

Committee A01 has identified the location of selected changes to this specification since the la
A 106 - 02a, that m ay impact the use of this specification, (Approved March 1, 2004)
(5) Added Supplementary Requirements S
(1) Deleted Note 2 in 1 1
(2)
Fitting Deleted Tables 3 and Why renumbered subsequent tables.
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alkylationASME B16.25-2017 Networking All-in
service.
and X2.
(3) Deleted Appendixesthe lTim…
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(4) Included rationalized SI units throughout, creating a com
bined standard.
ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentio
in this standard. Users of this standard are expre ssly advised that determination of the validity of any such pa tent rights, and the
of infringement of such rights, are entirely their own responsibility.
This standard is subject to revision at any time by the responsible technical committee a nd must be reviewed evelJl five year s
if not revised, either reapproved or withdrawn. Your comments are invited eith er for revision of his standard or for additional standa
and should be addressed to ASTM Internationa l Headquarters. Your commf nts will receive careful consideration at a meeting of
responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you sho
make your views known to the ASTM Committee on Standards, at the address shown below.

This standard is copyrighted by AST M International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, P 19428-29
United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting STM at the ab
address or at 610-832-9585 (phone), 610-832 -9555 (fax), or [e-mail] (e-mail); or through the STM web
(www.astm.org).

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