A53A53M-12 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

Designation: A53/A53M − 12

Standard Specification for

Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless1 This standard is issue issued d under the fixed designation designation A53/A53M; A53/A53M; the numbe numberr immed immediately iately following following the designation designation indica indicates tes the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the U.S. Department of Defense.

1.3.2 If Type 1.3.2 Type S or Type Type E is required required for clo close se coiling coiling or cold bending, Grade A is the preferred grade; however, this is not intended to prohibit the cold bending of Grade B pipe. 1.3. 1. 3.3 3 Type Type E is fu furn rnis ishe hed d ei eith ther er no none nexp xpan ande ded d or co cold ld expanded at the option of the manufacturer.

1. Sco Scope* pe* 1.1 This specification specification2 cover coverss seamles seamlesss and welded black  and hot-dipped galvanized steel pipe in NPS  1 ⁄ 8 to NPS 26 [DN 6 to DN 650] (Note ( Note 1), 1), inclusive, with nomin nominal al wall thickness (Note 2) 2) as given in   Table X2.2 and   Table X2.3. X2.3.   It shall be permissible to furnish pipe having other dimensions provided that such pip pipee com compli plies es with all oth other er req requir uiremen ements ts of thi thiss specification. Supplementary requirements of an optional nature are provided and shall apply only when specified by the purchaser.

1.4 The values stated in either SI units or inch-pound inch-pound units are to be regarded separately as standard. The values stated in each system may not be exa exact ct equ equiva ivalen lents; ts; the theref refore ore,, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

NOTE  1—The dimensionless designators NPS (nominal pipe size) [DN (diameter nominal)] have been substituted in this specification for such traditional traditi onal terms as “nomi “nominal nal diame diameter, ter,”” “size, “size,”” and “nomi “nominal nal size. size.”” NOTE  2—The term nominal wall thickness has been assigned for the purpose of convenient designation, existing in name only, and is used to distinguish it from the actual wall thickness, which may vary over or under the nominal wall thickness.

1.5 The following following precautionary precautionary caveat caveat pertains only to the test method portion, Sections 7, 8, 9, 13 13,, 14 14,, and 15  of this specification:  This standard does not purport to address all of  the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appro priate safety and health practices and determine the applicability of regulatory requirements prior to use. 1.6 The text of this specification specification contains notes notes or footnotes, or bot both, h, tha thatt pro provid videe exp explan lanato atory ry mat materia erial. l. Suc Such h not notes es and footnotes, footn otes, excluding excluding those in tables and figures, do not contain any mandatory requirements.

1.2 This This spe specifi cificat cation ion cov covers ers the fo follo llowin wing g typ types es and grades: Type F— Furnace-b 1.2.1   Type Furnace-butt-w utt-welded elded,, conti continuou nuouss welded Grade A, 1.2.2   Type E— Electric-resi Electric-resistancestance-welded welded,, Grades A and B, and 1.2.3   Type S— Seamless, Seamless, Grades A and B.

2. Referenc Referenced ed Documents 2.1   ASTM Standards: 3 A90/A90M   Test Method for Weight [Mass] of Coating on A90/A90M Iron and Steel Articles with Zinc or Zinc-Alloy Coatings A370 Test A370  Test Methods and Definitions for Mechanical Testing of Steel Products A530/A530M S A530/A530M  Spec pecific ificatio ation n for Gen Genera erall Req Requir uireme ements nts for Specialized Carbon and Alloy Steel Pipe A700 Practices A700  Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment  (Withdrawn 2014) 4 A751 Test A751  Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products

NOTE  3—See  3—See Appendix  Appendix X1 for X1  for definitions of types of pipe.

1.3 Pipe ord ordere ered d und under er thi thiss spe specifi cificati cation on is int intend ended ed for mechanical and pressure applications and is also acceptable for ordinary uses in steam, water, gas, and air lines. It is suitable for wel weldin ding, g, and sui suitab table le for for formin ming g ope operat ration ionss inv involv olving ing coiling, bending, and flanging, subject to the following qualifications: 1.3.1 Type F is not intended intended for flanging.

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This specification is under the jurisdiction of ASTM Committee  A01  A01 on  on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.09 on A01.09  on Carbon Steel Tubular Products. Current Curre nt editio edition n approv approved ed March 1, 2012. Published Published April 2012. Origin Originally ally approved in 1915. Last previous edition approved in 2010 as A53/A53M–10. DOI: 10.1520/A0053_A0053M-12. 2 For ASME Boiler and Pressure Vessel Code applications, see related Specification SA-53 in Section II of that code.

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For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [email protected]. For  Annual Book of ASTM  Standards volume information, refer to the standard’s Document Summary page on the ASTM website. 4 The last app approv roved ed ver versio sion n of thi thiss his histor torica icall sta standa ndard rd is refe referen renced ced on www.astm.org.

*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

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A53/A53M − 12 A865  Specification for Threaded Couplings, Steel, Black or A865 Specification Zinc-Coated (Galvanized) Welded or Seamless, for Use in Steel Pipe Joints B6 Specification B6  Specification for Zinc E29 Pra Practic cticee for Usi Using ng Sig Signifi nifican cantt Dig Digits its in Test Dat Dataa to Determine Conformance with Specifications E213 Pra Practic cticee for Ult Ultras rasoni onicc Testi esting ng of Met Metal al Pip Pipee and Tubing E273   Practice for Ultrasonic Testing of the Weld Zone of  E273 Welded Pipe and Tubing E309 Practice E309  Practice for Eddy-Current Examination of Steel Tubular Products Using Magnetic Saturation E570 Practice E570  Practice for Flux Leakage Examination of Ferromagnetic Steel Tubular Products E1806 Practice E1806  Practice for Sampling Steel and Iron for Determination of Chemical Composition 2.2   ANSI Standards: ASC X12 ASC  X12 5 B1.20.1 Pipe B1.20.1  Pipe Threads, General Purpose 5 2.3   ASME Standard: B36.10M Welded B36.10M  Welded and Seamless Wrought Steel Pipe 6 2.4   Military Standards: MIL-STD-129  Marking for Shipment and Storage 7 MIL-STD-163 Steel MIL-STD-163  Steel Mill Products Preparation for Shipment and Storage7 2.5   Federal Standards: Fed. Std. No. 123 Marking 123  Marking for Shipment (Civil Agencies) 8 Fed. Std. No. 183 Continuous 183  Continuous Identification Marking of Iron and Steel Products8 2.6   API Standard: 5B S 5B  Spec pecific ificatio ation n for Thr Thread eading ing,, Gau Gaugin ging, g, and Thr Thread ead Inspection of Casing, Tubing, and Line Pipe Threads 9

3.1.8.3 Plain end, if desired, 3.1.8.3 desired, 3.1.8.4 3.1.8 .4 Coupl Couplings ings power tight, if desired, 3.1.8. 3.1 .8.5 5 Tape aperr-tapp tapped ed cou couplin plings gs for NPS 2 [DN 50] and smaller, if desired, 3.1.9 Close coiling, coiling, if desired (see 7.2.2 (see 7.2.2)), 3.1.10 3.1 .10 Non Nondes destru tructiv ctivee elec electric tric test for seam seamles lesss pip pipee (se (seee 9.2), 9.2 ), 3.1.11 3.1.1 1 Certific Certification ation (see Section 20 Section 20)), 3.1.12 3.1.1 2 Report of the length of the end effect, effect, if desire desired d (see 9.2.7)), 9.2.7 3.1.13 3.1.1 3 Markin Marking g (see Section 21 Section  21)), 3.1.14 3.1 .14 End use of pipe, pipe, 3.1.15 3.1.1 5 Special requirements, requirements, 3.1.16 3.1.1 6 Suppl Supplementar ementary y requi requirement rements, s, if any any,, 3.1.17 3.1 .17 Selection Selection of app applica licable ble leve levell of pre preser servat vation ion and pack pa ckag agin ing g an and d lev level el of pa pack ckin ing g re requ quir ired ed,, if ot othe herr th than an as specified or if MIL-STD-163 applies (see  22.1  22.1), ), and 3.1.18 3.1 .18 Packag Packaging ing and pac packag kagee mar markin king, g, if des desire ired d (se (seee 23.1). 23.1 ). 4. Mater Materials ials and Manuf Manufactu acture re 4.1 The steel for both seamless seamless and weld welded ed pipe sha shall ll be made by one or more of the following processes: open-hearth, electric-furnace, or basic-oxygen. 4.2 If steels of different different grades are sequentially sequentially strand cast, identification of the resultant transition material is requi identification required. red. The steel producer shall remove the transition material by any established procedure that positively separates the grades. 4.3 The wel weld d seam of elec electric tric-re -resis sistan tance ce weld welded ed pip pipee in Grade B shall be heat treated after welding to a minimum of  1000 °F [540 °C] so that no untempered martensite remains, or otherw oth erwise ise pro proces cessed sed in suc such h a man manner ner tha thatt no unt untemp empere ered d martensite remains.

3. Orde Ordering ring Information Information

4.4 When pipe is cold expanded, the amount of expansion expansion 1 shall not exceed 1  ⁄ 2  % of the specified outside diameter of the pipe.

3.1 Info Informatio rmation n items to be consid considered, ered, if appro appropriate, priate, for inclusion in the purchase order are as follows: 3.1.1 Specification Specification design designation ation (A53 or A53M A53M,, includ including ing year-date), 3.1.2 Quanti Quantity ty (feet, metres, or numbe numberr of length lengths), s), 3.1.3 3.1 .3 Gra Grade de (A or B), 3.1.4 3.1 .4 Type (F, (F, E, or S; see  1.2  1.2)), 3.1.5 Finish (black or galvanized), galvanized), 3.1.6 Size (either nominal nominal (NPS) [DN] and weight class or sched sch edul ulee nu numb mber er,, or bo both th;; or ou outs tsid idee di diam amete eterr an and d wa wall ll thickness, thickn ess, see see Table  Table X2.2 and and Table  Table X2.3), X2.3), 3.1.7 Length (specific (specific or random, see Section 16 16)), 3.1.8 End finish (plain end or threaded, threaded, Section 11 11)), 3.1.8.1 3.1.8 .1 Thread Threaded ed and coupled, if desire desired, d, 3.1.8.2 3.1.8 .2 Thread Threadss only (no coupli couplings), ngs), if desired,

5. Chem Chemical ical Compositio Composition n 5.1 The ste 5.1 steel el sh shall all co conf nfor orm m to th thee re requ quir irem emen ents ts as to chemica che micall com compos positio ition n giv given en in   Tabl Tablee 1   and and the che chemica micall analysis shall be in accordance with Test Methods, Practices, and Terminology  A751  A751.. 6. Pro Product duct Analysi Analysiss 6.1 The purchaser is permitted permitted to perform an analysis of two pipes from each lot of 500 lengths, or fraction thereof. Samples for chemical analysis, except for spectrographic analysis, shall be take taken n in acco accorda rdance nce with Practice Practice   E1806. E1806.   The chemica chemicall composition thus determined shall conform to the requirements given in Table in  Table 1. 1.

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Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036, http://www.ansi.org. 6 Availab Av ailable le from American Socie Society ty of Mech Mechanica anicall Engin Engineers eers (ASME (ASME), ), ASME Internationa Intern ationall Headq Headquarter uarters, s, Three Park Ave., New York, NY 10016 10016-5990, -5990, http://  www.asme.org. 7 Availab Av ailable le from Stand Standardiza ardization tion Docum Documents ents Order Desk, DODSSP, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098 8 Available from General Services Administration, Washington, DC 20405. 9 Avai vailab lable le from American American Pet Petrole roleum um Ins Instit titute ute (AP (API), I), 122 1220 0 L. St. St.,, NW NW,, Washington, DC 20005-4070, http://api-ec.api.org.

6.2 If the ana analys lysis is of eith either er pipe does not con confor form m to the requirement requi rementss given in   Tabl Tablee 1, an analy alyse sess sh shal alll be ma made de on additional pipes of double the original number from the same lot, each of which shall conform to the specified requirements. 7. Mechanical Propertie Propertiess 7.1   Tension Test: 2

A53/A53M − 12 TABLE 1 Chemical Requirements Carbon

M a ng a ne s e

Grade A Grade B

0.25B  0.30C 

0 .9 5 1 .2 0

Grade A Grade B

0.25B  0.30C 

0 .9 5 1 .2 0

Grade A

0.30B 

1 .2 0

Composition, max, % Phosphorus S u l fu r CopperA NickelA Type S (seamless pipe) 0 .0 5 0 .0 4 5 0 .4 0 0. 40 0 .0 5 0 .0 4 5 0 .4 0 0. 40 Type E (electric-resistance-welded) 0 .0 5 0 .0 4 5 0 .4 0 0. 40 0 .0 5 0 .0 4 5 0 .4 0 0. 40 Type F (furnace-welded pipe) 0 .0 5 0 .0 4 5 0 .4 0 0. 40

ChromiumA

MolybdenumA

Vanadium A

0. 40 0. 40

0. 15 0. 15

0. 08 0. 08

0. 40 0. 40

0. 15 0. 15

0. 08 0. 08

0. 40

0. 15

0. 08

A

The total composition for these five elements shall not exceed 1.00 %. For each reduction of 0.01 % below the specified carbon maximum, an increase of 0.06 % manganese above the specified maximum will be permitted up to a maximum of 1.35 %. C  For each reduction of 0.01 % below the specified carbon maximum, an increase of 0.06 % manganese above the specified maximum will be permitted up to a maximum of 1.65 %. B 

7.1.1 7.1 .1 For ten tensio sion n test testss oth other er than transver transverse se weld tension tension tests, the yield strength corresponding to a permanent offset of  0.2 % of the gage length or to an extension of 0.5 % of the gage length under load, the tensile strength, and the elongation in 2 in. or 50 mm shall be determined, and the tension test results shall conform to the applicable tensile property requirements given in Table in  Table 2. 2. 7.1.2 For transverse transverse weld tension tests, the tensile strength shall be determined, and the tension test results shall conform to the applicable tensile strength requirement requirement given in Table in  Table 2. 2. 7.1.3 Electric-resistanceElectric-resistance-welded welded pipe NPS 8 [DN 200] or larger shall be tested using two transverse test specimens, one taken across the weld and one taken opposite the weld. 7.1.4 Transverse Transverse tension test specime specimens ns shall be approximately 11 ⁄ 2   in. [38 mm mm]] wid widee in th thee ga gage ge le leng ngth th an and d sh shall all represent repres ent the full wall thickn thickness ess of the pipe from which the test specimens were cut.

7.2.2 If ordered for close close coiling, the pipe shall stand being bent col bent cold d thr throug ough h 180 180°° aro around und a cyl cylind indric rical al man mandre drel, l, the diameter of which is eight times the specified outside diameter of the pipe, without failure. 7.2.3 Doub Double-extr le-extra-stro a-strong ng pipe over NPS 1 1 ⁄ 4  [DN 32] need not be subjected to the bend test. 7.3   Flattening Test: 7.3.1 The flattening flattening test shall be made on welded pipe over NPS 2 [DN 50] in extra-strong weight or lighter. 7.3.2  Seamless Pipe: 7.3. 7. 3.2. 2.1 1 Althou Although gh tes testin ting g is no nott re requ quir ired ed,, pi pipe pe sh shal alll be capable of meeting the flattening test requirements of Supplementary Requirement S1, if tested. 7.3.3   Electric-Resistance-Welded Pipe: 7.3.3. 7.3 .3.1 1 A test specimen specimen at leas leastt 4 in. [100 mm] in len length gth shall be flattened cold between parallel plates in three steps, with the weld located either 0° or 90° from the line of direction of fo forc rcee as re requ quir ired ed by   7.3.3.2 or   7.3.3.3, 7.3.3.3,   whichev whichever er is applicable. During the first step, which is a test for ductility of  the weld, except as allowed by 7.3.5 by 7.3.5,, 7.3.6  7.3.6,, and  and 7.3.7  7.3.7,, no cracks or breaks on the inside or outside surface at the weld shall be present before the distance between the plates is less than two thirds of the specified outside outside diameter of the pipe. As a secon second d step, the flattening shall be continued as a test for ductility away from the weld. During the second step, except as allowed by 7.3.6 by  7.3.6 and  and 7.3.7  7.3.7,,  no cracks or breaks on the inside or outside surface away from the weld shall be present before the distance between the plates is less than one third of the specified outside diameter of the pipe but is not less than five times the specified wall thickness thickness of the pipe. During the third step, which is a test for soundness, the flattening shall be continued until the test specim spe cimen en bre breaks aks or the opp opposi osite te wal walls ls of the test specimen specimen meet. Evidence of laminated or unsound material or of incomplete weld that is revealed by the flattening test shall be cause for rejection. 7.3.3.2 7.3.3 .2 For pipe produced in single lengths, lengths, the flatten flattening ing test specified in  in   7.3.3.1  shall be made using a test specimen taken from each end of each length of pipe. The tests from each end shall be made alternately with the weld at 0° and at 90° from the line of direction of force. 7.3.3.3 7.3.3 .3 For pipe produced produced in multip multiple le lengths, the flattening test specified in 7.3.3.1 in  7.3.3.1 shall  shall be made as follows:

7.2   Bend Test: 7.2.1 For pipe NPS 2 [DN 50] or smaller, a sufficient sufficient length of pipe shall be capable of being bent cold through 90° around a cylindrical mandrel, the diameter of which is twelve times the specifie spe cified d out outsid sidee diam diameter eter of the pip pipe, e, with without out dev develo elopin ping g cracks at any portion and without opening the weld. TABLE 2 Tensile Requirements Ten ensi sile le st stre reng ngth th,, mi min, n, ps psii [M [MPa Pa]] Yield strength, min, psi [MPa] Elongation in 2 in. or 50 mm

Grade A

Grade B

48 00 000 0 [330 [330]] 3 0 0 0 0 [2 0 5 ]

60 00 000 0 [415 [415]] 3 5 0 0 0 [2 4 0 ]

A,B

A,B 

A

The minimum minimum elongatio elongation n in 2 in. [50 mm] shall be tha thatt det determ ermine ined d by the following equation: e  5 625000 f 1940g  A 0.2 / U  U  0.9 where: e 

=

A

=

U 

=

minimum minimu m elongation elongation in in 2 in. or or 50 mm in in percent, percent, rounded rounded to the nearest nearest percent, the les lesser ser of 0.7 0.75 5 in. in.2 [500 mm2] and the cross-sectional area of the tension test specimen, calculated using the specified outside diameter of the pipe, or the nominal width of the tension test specimen and the specified wall thickness of the pipe, with the calculated value rounded to the nearest 0.01 in.2 [1 mm2], and specified specifi ed minimum minimum tensil tensile e strength, strength, psi [MPa]. [MPa].

B 

See   Table Table X4.1 or   Table Table X4.2 X4.2,,   whichev whichever er is app applic licabl able, e, for the min minimu imum m elongatio elonga tion n val values ues tha thatt are req requir uired ed for var variou ious s com combin binati ations ons of ten tensio sion n tes testt specimen specim en size and specifi specified ed minimu minimum m tensil tensile e streng strength. th.

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A53/A53M − 12 (1) Test specimens taken from, and representative of, the front end of the first pipe intended to be supplied from each coil, the back end of the last pipe intended to be supplied from each coil, and each side of any intermediate weld stop location shall be flattened with the weld located at 90° from the line of  direction of force. (2) Test specimens taken from pipe at any two locations intermediate to the front end of the first pipe and the back end of the last pipe intended to be supplied from each coil shall be flattened with the weld located at 0° from the line of direction of force. 7.3.3.4 7.3.3 .4 For pipe that is to be subsequently subsequently reheated throughthroughout its cross section and hot formed by a reducing process, the manufacturer shall have the option of obtaining the flattening test spe specim cimens ens req requir uired ed by   7.3.3.2 or   7.3.3.3, 7.3.3.3, whi whiche chever ver is applicable, either prior to or after such hot reducing. 7.3.4   Continuous-Welded Pipe— A test specimen at least 4 in. [100 mm] in length shall be flattened cold between parallel plates in three steps. The weld shall be located at 90° from the line of direction of force. During the first step, which is a test for ductility of the weld, except as allowed by  7.3.5  7.3.5,,  7.3.6  7.3.6,, and 7.3.7,, no cr 7.3.7 crac acks ks or br brea eaks ks on th thee in insi side de,, ou outs tsid ide, e, or en end d surf su rface acess at th thee we weld ld sh shal alll be pr pres esen entt be befo fore re th thee di dist stan ance ce between the plates is less than three fourths of the specified outside diameter of the pipe. As a second step, the flattening shall be continued as a test for ductility away from the weld. During the second step, except as allowed by  7.3.6 and and 7.3.7  7.3.7,, no cracks or breaks on the inside, outside, or end surfaces away from the weld shall be present before the distance between the plates is less than 60 % of the specified outside diameter of the pipe. During the third step, which is a test for soundness, the flattening shall be continued until the test specimen breaks or the opposite opposite wal walls ls of the test specimen specimen meet. Evi Eviden dence ce of  laminated or unsound material or of incomplete weld that is revealed by the flattening test shall be cause for rejection. 7.3.5 7.3 .5 Surface Surface imp imperf erfecti ections ons in the tes testt spe specime cimen n bef before ore flattening, but revealed during the first step of the flattening test, shall be judged in accordance with the finish requirements in Section 12 12.. 7.3.6 7.3 .6 Sup Superfi erficial cial rup ruptur tures es as a res result ult of sur surfac facee imp imperf erfecections shall not be cause for rejection. 7.3.7 7.3 .7 For pipe pipe with a D-to-t  ratio   ratio less than 10, because the strain imposed due to geometry is unreasonably high on the inside surface at the 6 and 12 o’clock locations, cracks at such locations shall not be cause for rejection.

pressures, are not intended as a basis for design, and do not have any direct relationship to working pressures.

8.3 Th 8.3 Thee mi mini nimu mum m hy hydr dros ostat tatic ic tes testt pr pres essu sure re re requ quire ired d to satisfy the requir requirements ements specified in 8.2 in  8.2  need not exceed 2500 psi [17 200 kPa] for pipe NPS 3 [DN 80] or smaller, or 2800 psi [19 300 kPa] for pipe larger than NPS 3 [DN 80]; however, the manufacturer has the option of using higher test pressures. For all sizes of seamless pipe and electric-resistance-welded pipe, the hydrostatic test pressure shall be maintained for at least 5 s. 9. Nondestructive Electric Electric Test Test 9.1   Type E Pipe: 9.1.1 9.1 .1 Exc Except ept for pipe pro produc duced ed on a hot hot-st -stretc retch h red reducin ucing g mill, mi ll, th thee we weld ld se seam am of eac each h le leng ngth th of el elect ectri ricc-re resi sista stanc nceewelded pipe NPS 2 [DN 50] or larger shall be tested with a nondestruc nond estructive tive electric test in accord accordance ance with Practic Practices es E213  E213,, E273,,   E309, E273 E309, or   E570. E570.   Each len length gth of ele electri ctric-r c-resi esistan stanceceweld we lded ed pi pipe pe NP NPS S 2 [D [DN N 50 50]] or la larg rger er an and d pr prod oduc uced ed on a hot-stretch-reducing mill shall be tested with a nondestructive electr ele ctric ic tes testt th that at in inps psect ectss th thee fu full ll vo volu lume me of th thee pi pipe pe in accordance accord ance with Practic Practices es E213  E213,,  E309  E309,, or or E570  E570.. 9.1.2 Ultras Any Ultrasonic onic and Electr Electromag omagnetic netic Insp Inspection—  ection— Any equipment utilizing the ultrasonic or electromagnetic principles and capable of continuous and uninterrupted inspection of the weld seam shall be used. The equipment shall be checked with an applicable reference standard as described in  9.1.3  9.1.3 at  at least once every working turn or not more than 8 h to demonstrate its effectiveness and the inspection procedures. The equipment shall be adjusted to produce well-defined indications when the refe re fere renc ncee sta stand ndar ard d is sc scan anne ned d by th thee in insp spect ectio ion n un unit it in a manner simulating the inspection of the product. Reference Stand Standard ards—  s— The 9.1.3   Reference T he le leng ngth th of th thee re refe fere renc ncee standards shall be determined by the pipe manufacturer, and they shall have the same specified diameter and thickness as the product being inspec inspected. ted. Reference standards shall contai contain n machined notches, one on the inside surface and one on the outside surface, or a drilled hole, as shown in   Fig. 1, 1, at the option of the pipe manufacturer. The notches shall be parallel to the weld seam, and shall be separated by a distance sufficient to produce two separate and distinguishable signals. The 1  ⁄ 8-in. [3.2-mm] hole shall be drilled through the wall and perpendicular to the surface of the reference standard as shown in  Fig. 1.   Care Care sh shal alll be tak taken en in th thee pr prep epar arati ation on of th thee re refe fere renc ncee standard to ensure freedom from fins or other edge roughness, or distortion of the pipe.

8. Hydrostatic Test 8.1 The hydrostat hydrostatic ic tes testt sha shall ll be app applied lied,, wit withou houtt leak leakage age through the weld seam or the pipe body.

NOTE   5—The calibration calibration standa standards rds shown in in   Fig. 1   are conven convenient ient standards for calibration of nondestructive testing equipment. The dimensions of such standards are not to be construed as the minimum sizes of  imperfections detectable by such equipment.

8.2 Plain-en Plain-end d pip pipee sha shall ll be hyd hydros rostati taticall cally y tes tested ted to the applicable press applicable pressure ure given in   Table Table X2.2 X2.2,,   and thread threaded-an ed-anddcoupled pipe shall be hydrostatically tested to the applicable pressure given in  Tab  Table le X2.3 X2.3..   It shall be permissible, at the discretion of the manufacturer, to perform the hydrostatic test on pipe with plain ends, with threads only, or with threads and couplings; and it shall also be permissible to test pipe in either single lengths or multiple lengths.

9.1.4   Acceptance Limits— Table Table 3 gives 3 gives the height of acceptance limit signals in percent of the height of signals produced by reference standards. Imperfections in the weld seam that produce a signal greater than the acceptance limit signal given in   Tabl Tablee 3   shall shall be co cons nsid ider ered ed a de defe fect ct un unles lesss th thee pi pipe pe manufacturer can demonstrate that the imperfection does not redu re duce ce th thee ef effe fecti ctive ve wa wall ll th thic ickn kness ess be beyo yond nd 12 12.5 .5 % of th thee specified specifi ed wall thickn thickness. ess.

NOTE 4—The hydrostatic test pressures given herein are inspection test

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A53/A53M − 12

FIG. 1 Calibr Calibration ation Standard Standards s TABLE 3 Acceptance Limits Type Notch

N10, V10 B, P

Size of Hole i n.

mm

A c c e pt an c e Limit Signal, %

 ⁄ 8 ...

3.2 ...

100 80

1

detection of differently oriented imperfections. Ultrasonic testing is not necessarily capable of detecting short, deep imperfections. 9.2.2. 9.2 .2.3 3 The edd eddy y cur curren rentt exa examin minatio ation n ref refere erence nced d in this speci sp ecifica ficatio tion n has the cap capabi abilit lity y of de detec tectin ting g sig signifi nifican cantt discontinuities, especially of the short abrupt type. 9.2.2. 9.2 .2.4 4 The flux leakage leakage exa examin minatio ation n ref referr erred ed to in this specification is capable of detecting the presence and location of significant longitudinally or transversely oriented discontinuiti nu ities. es. Th Thee pr prov ovis isio ions ns of th this is sp speci ecific ficati ation on on only ly re requ quir iree longitudinal calibration for flux leakage. Different techniques need to be employed for the detection of differently oriented imperfections. 9.2. 9. 2.2. 2.5 5 Th Thee hy hydr dros osta tatic tic tes testt re refe ferr rred ed to in 8.2   has has th thee capability of finding imperfections of a size permitting the test fluid to leak through the tube wall and may be either visually seen or detected by a loss of pressure. Hydrostatic testing is not necessarily necess arily capable of detecti detecting ng very tight throu through-th gh-the-wall e-wall imperf imp erfecti ections ons or imp imperf erfecti ections ons tha thatt exte extend nd an app apprec reciab iable le distance into the wall without complete penetration. 9.2.2. 9.2 .2.6 6 A pur purcha chaser ser int intere erested sted in asce ascertai rtainin ning g the nat nature ure (type, size, location, and orientation) of imperfections that are capable of being detected in the specific application of these examinations is directed to discuss this with the manufacturer of the tubular product. 9.2.3 9.2 .3 For ult ultras rason onic ic tes testin ting, g, th thee cal calib ibrat ratio ion n ref refer erenc encee notches shall be at the option of the manufacturer, and shall be any one of the three common notch shapes shown in Practice E213..   The E213 The de dept pth h of no notch tch shall shall no nott ex excee ceed d 12 12.5 .5 % of th thee specifi spe cified ed wall thicknes thicknesss of the pipe or 0.0 0.004 04 in. [0.1 mm] mm],, whichever is the greater. 9.2.4 9.2 .4 For edd eddy y cur curren rentt tes testing ting,, the cali calibra bration tion pipe sha shall ll contain con tain,, at the option option of the manufactu manufacturer rer,, any one of the following calibration standards to establish a minimum sensitivity level for rejection.

9.2   Type S Pipe— As As an alternative to the hydrostatic test at the option of the manufacturer or if specified in the purchase order, the full body of each seamless pipe shall be tested with a nondestructive electric test in accordance with Practice E213 Practice  E213,, E309,, or  E570 E309  E570..   In such cases, each length so furnished shall include the mandatory marking of the letters “NDE.” Except as allowed by 9.2.6.2 by 9.2.6.2,, it is the intent of this nondestructive electric test to reject pipe with imperfections that produce test signals equa eq uall to or gr great eater er th than an th thos osee pr prod oduc uced ed by th thee ap appl plica icabl blee calibration standards. 9.2.1 If the nondestructive nondestructive electric test has been performed, performed, thee len th lengt gths hs sh shall all be ma mark rked ed wi with th th thee let letter terss “N “NDE DE.” .” Th Thee certification, certifica tion, if requir required, ed, shall state Nond Nondestruc estructive tive Electri Electricc Tested and shall indicate which of the tests was applied. Also, the letters NDE shall be appended to the product specification number and grade shown on the certification. 9.2.2 The following following information information is intend intended ed to facilita facilitate te the use of this specification: 9.2.2.1 9.2.2 .1 The calibration standards standards defined in   9.2.3   through 9.2.5 are 9.2.5  are convenient standards for calibration of nondestructive testing equipment. The dimensions of such standards are not to be construed as the minimum sizes of imperfections imperfections detectable by such equipment. 9.2.2.2 The ultrasonic testing referred to in this specification is capable of detecting the presence and location of significant longitud long itudinal inally ly or circ circumf umfere erentia ntially lly ori oriente ented d imp imperfe erfectio ctions; ns; howeve how ever, r, dif differ ferent ent tech techniq niques ues nee need d to be emp employ loyed ed for the 5

A53/A53M − 12 9.2.4.1   Drilled The cali calibra bration tion pip pipee sha shall ll con contain tain Drilled Hole— The three holes spaced 120° apart or four holes spaced 90° apart, 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 disto di stort rtio ion n of th thee pi pipe pe wh while ile dr drill illin ing. g. De Depe pend nden entt up upon on th thee nomi no mina nall pi pipe pe si size ze,, th thee ca calib libra ratio tion n pi pipe pe sh shall all co cont ntai ain n th thee following hole: NPS  ⁄  1  ⁄ 2 # 11 ⁄ 4 11 ⁄ 4 # 2 2#5 5

# 12

#

> > > >

> > > >

DN 15 15 # 32 3 2 # 50 5 0 # 12 5 1 25

9.2.7 9.2. 7 Th Thee tes testt me meth thod odss de desc scri ribe bed d in Se Secti ction on 9   are are no nott necessarily capable of inspecting the end portion of pipes. This condition is referred to as end effect. The length of the end effect shall be determined by the manufacturer and, if specified in the purchase order, reported to the purchaser. 10. Permissible Variations Variations in Weight Weight (Mass) and Dimensions Weight (Mass)— The 10.1   Weight The weight (mass) of the pipe shall not vary more than 6 10 % from its specified weight (mass), as derived der ived by mul multip tiplyi lying ng its mea measur sured ed len length gth by its spe specifi cified ed weight (mass) per unit length, as given in Table in  Table X2.2 or X2.2  or  Table X2.3,, or as calculated using the relevant equation in ASME X2.3 B36.10M.

Diameter of Drilled Hole 0 .0 3 9 i n . [1 .0 m m ] 0 .0 5 5 i n . [1 .4 m m ] 0 .0 7 1 i n . [1 .8 m m ] 0 .0 8 7 i n . [2 .2 m m ] 0. 10 6 i n . [ 2. 7 m m ]

9.2.4.2  Transverse Tangential Notch— Using Using a round tool or 1 file with a  ⁄ 4  in. [6 mm] diameter, a notch shall be filed or milled tangential to the surface and transverse to the longitudina di nall ax axis is of th thee pi pipe pe.. Th Thee no notc tch h sh shal alll ha have ve a de dept pth h no nott exceeding 12.5 % of the specified wall thickness of the pipe or 0.012 in. [0.3 mm], whichever is the greater. 9.2.4.3   Longitudinal Notch— A notch 0.031 in. [0.8 mm] or less in width shall be machined in a radial plane parallel to the pipe axis on the outside surface of the pipe, to a depth not exceeding 12.5 % of the specified wall thickness of the pipe or 0.012 in. [0.3 mm], whichever is the greater. The length of the notch shall be compatible with the testing method. 9.2.4.4   Compatibility— The The calibration standards in the calibration pipe shall be compatible with the testing equipment and the method being used. 9.2.5 For flux leakag leakagee testing testing,, the longitudinal longitudinal calibr calibration ation reference notches shall be straight-sided notches machined in a radi ra dial al pl plan anee pa para ralle llell to th thee pi pipe pe ax axis is.. Fo Forr sp spec ecifie ified d wa wall ll thicknesses less than 0.500 in. [12.7 mm], outside and inside notches shall be used. For specified wall thicknesses equal to or greater than 0.500 in. [12.7 mm], only an outside notch shall be used. The notch depth shall not exceed 12.5 % of the specified wall thickness, or 0.012 in. [0.3 mm], whichever is the greater. The notch length shall not exceed 1 in. [25 mm], and the notch width shall not exceed the notch depth. Outside diameter and inside diameter notches shall be located sufficiently apart to allow separation and identification of the signals. 9.2.6 Pipe containing containing one or more imper imperfection fectionss that produce a signal equal to or greater than the signal produced by the calibration standard shall be rejected or the area producing the signal shall be rejected. 9.2.6.1 9.2.6 .1 Test signals produced by imperf imperfection ectionss that cannot be id iden enti tifie fied, d, or pr prod oduc uced ed by cr crac acks ks or cr crac ackk-li like ke imperfections, shall result in rejection of the pipe, unless it is repaired and retested. To be accepted, the pipe shall pass the same specification specification test to which it was originally subjected subjected and the rem remain aining ing wal walll thi thickn ckness ess sha shall ll not hav havee bee been n dec decreas reased ed below that permitted by the specification. It shall be permissible to reduce the outside diameter at the point of grinding by the amount so removed. 9.2.6.2 9.2.6 .2 It shall be permi permissible ssible to evaluate test signals produced by visual imperfections in accordance with the provisions of Section 12 Section  12.. A few examples of such imperfections are straightener marks, cutting chips, scratches, steel die stamps, stop marks, or pipe reducer ripple.

NOTE   6—For 6—For pip pipee NPS 4 [DN 100] or sm smalle aller, r, the wei weight ght (mass) (mass) tolerance is applicable to the weights (masses) of the customary lifts of  pipe as produced for shipment by the mill. For pipe larger than NPS 4 [DN 100], where individual lengths are weighed, the weight (mass) tolerance is applicable applic able to the indivi individual dual lengths.

10.2   Diameter— For For pipe NPS 11 ⁄ 2  [DN 40] or smaller, the outside diameter at any point shall not vary more than 6 1 ⁄ 64 64 in. [0.4 mm] from the specified outside diameter. For pipe NPS 2 [DN 50] or larger, the outside diameter shall not vary more than 6 1 % from the specified outside diameter. 10.3   Thickness— The The minimum wall thickness at any point shal sh alll be no nott mo more re th than an 12 12.5 .5 % un unde derr th thee sp spec ecifi ified ed wa wall ll thickn thi ckness ess.. The min minimu imum m wal walll thic thickne kness ss on ins inspec pection tion sha shall ll conform to the requirements given in  Table X2.4. X2.4. 11. End Finish Finish 11.1 11 .1 If ordered with plain ends, the pipe shall be furnished to the following practice, unless otherwise specified. 11.1.1   NPS Unless otherw otherwise ise NPS 11 ⁄ 2   [DN [DN 40 40]] or Sm Smal alle ler—  r— Unless specified in the purchase order, end finish shall be at the option of the manufacturer. 11.1.2   Larger than NPS 1 1 ⁄ 2  [DN 40]: 11.1.2.1 11 .1.2.1 Pipe of stand standard-w ard-weight eight or extraextra-stron strong g weigh weight, t, or in wall thickness less than 0.500 in. [12.7 mm], other than double doub le extraextra-stron strong g weigh weightt pipe, shall be plainplain-end end beveled with ends beveled to an angle of 30°, +5°, -0°, measured from a line drawn perpendicular to the axis of the pipe, and with a 1 root face of  1 ⁄ 16 16 in. 6  ⁄ 32 32  in. [1.6 mm 6 0.8 mm]. 11.1.2 11 .1.2.2 .2 Pip Pipee with a spe specifie cified d wal walll thic thickne kness ss gre greater ater than 0.500 in. [12.7 mm], and all double extra-strong weight pipe, shall be plain-end square cut. 11.2 If ordered 11.2 ordered wit with h thr thread eaded ed end ends, s, the pipe end endss sha shall ll be provided with a thread in accordance with the gaging practice and tolerances of ANSI B1.20.1. For standard-weight standard-weight pipe NPS 6 [DN 150] or smaller, refer to  Table X3.1 for X3.1  for threading data. For standard-weight pipe NPS 8 [DN 200] or larger and all sizess of extr size extra-s a-stro trong ng wei weight ght pip pipee and dou double ble extr extra-s a-stro trong ng weight pipe, refer to  Table X3.2 for X3.2  for threading data. Threaded pipe NPS 4 [DN 100] or larger shall have thread protectors on the ends not protected by a coupling. 11.3 11 .3 If ordered ordered wit with h cou couplin plings, gs, one end of each length length of  pipe sh pipe shall all be pr prov ovid ided ed wi with th a co coup uplin ling g ma manu nufa factu cture red d in accordance accord ance with Specifi Specification cation   A865. A865.   The cou couplin pling g thr thread eadss shall sh all be in acc accor orda danc ncee wi with th th thee ga gagi ging ng pr prac actic ticee of ANSI 6

A53/A53M − 12 B1.20.1. The coupling shall be applied handling-tight, unless power-tight is specified in the purchase order. Couplings are to be made of steel. Taper-tapped couplings shall be furnished on all threaded pipe NPS 2 1 ⁄ 2  [DN 65] or larger. For pipe smaller than th an NP NPS S 21 ⁄ 2   [DN [DN 65 65], ], it is re regu gula larr pr pract actice ice to fu furn rnish ish straight-tapped couplings for standard-weight pipe and tapertapped tapp ed cou couplin plings gs for extr extra-s a-stro trong ng and dou double ble ext extrara-str strong ong weight wei ght pip pipe. e. If tap taper er-ta -tapp pped ed cou coupli pling ngss are req requir uired ed for standar stan dard-w d-weig eight ht pip pipee smal smaller ler tha than n NPS 21 ⁄ 2   [DN [DN 65 65], ], it is recommended that line pipe threads in accordance with API Specification 5B be ordered. The taper-tapped couplings provided on line pipe in such sizes may be used on mill-threaded standard-weight pipe of the same size.

measured as the gap between the lowest point of the dent and a prolongation of the original contour of the pipe. Cold-formed dents deeper than  1 ⁄ 8 in. [3 mm] shall be free of sharp-bottomed goug go uges es;; it sh shall all be pe perm rmis issib sible le to re remo move ve th thee go goug uges es by grinding, provided that the remaining wall thickness is within specified limits. The length of the dent in any direction shall not exceed one half the specified outside diameter of the pipe. 13. Numb Number er of Tests Tests 13.1 Exc 13.1 Except ept as req requir uired ed by   13.2, 13.2,   one of each of the tests specified in Section 7 shall be made on test specimens taken from one length of pipe from each lot of each pipe size. For continuous-welded pipe, each lot shall contain no more than 25 tons [23 Mg] of pipe for pipe sizes NPS 1 1 ⁄ 2   [DN 40] and smaller, and no more than 50 tons [45 Mg] of pipe for pipe sizes larger than NPS 11 ⁄ 2  [DN 40]. For seamless and electricresistance-welded pipe, a lot shall contain no more than one heat, and at the option of the manufacturer shall contain no more than 500 lengths of pipe (as initially cut after the final pipe-f pip e-form orming ing ope operat ration ion,, pri prior or to any fur furthe therr cut cutting ting to the required ordered lengths) or 50 tons [45 Mg] of pipe.

12. Wor Workmanship, kmanship, Finish, and Appearance Appearance 12.1 The pipe manufacturer manufacturer shall explo explore re a suf suffficient number of vis visual ual sur surface face imp imperf erfecti ections ons to pro provid videe rea reason sonabl ablee assurance that they have been properly evaluated with respect to depth. 12.2 Surfa Surface ce imperfections imperfections that penetr penetrate ate more than 12.5 % of the specified wall thickness or encroach on the minimum wall thickness shall be considered defects. Pipe with defects shall be given one or more of the following dispositions: 12.2.1 12.2. 1 The defect shall be remov removed ed by grind grinding, ing, provided provided that the remaining wall thickness is within specified limits, 12.2.2 12. 2.2 Type S pip pipee and the par parent ent metal of Type E pip pipe, e, except exc ept with within in 1 ⁄ 2   in. in. [13 mm mm]] of th thee fu fusi sion on li lin ne of th thee electric-resistance-weld seam, are permitted to be repaired in accordance with the welding provisions of  12.5.   12.5.   Repair welding in g of Typ Typee F pi pipe pe an and d th thee we weld ld seam seam of Typ Typee E pi pipe pe is prohibited. 12.2.3 12.2. 3 The section of pipe containing containing the defect shall be cut off within the limits of requirement on length, or 12.2.4 12.2. 4 Rejected Rejected..

13.2 The number of flattening tests for electri electric-resis c-resistancetancewelded wel ded pipe sha shall ll be in acco accorda rdance nce with   7.3.3.2 or   7.3.3.3, 7.3.3.3, whichever which ever is applic applicable. able. 13.3 Excep Exceptt as allowed by 9.2 by 9.2,,  each length of pipe shall be subjected to the hydrostatic test (see Section 8). 14. Rete Retests sts 14.1 Except for flattening tests of of electric-resistance-welded pipe, if the results of a mechanical test for a lot fail to conform to the applicable requirements specified in Section 7, the lot shall sh all be re rejec jected ted un unles lesss tes tests ts of ad addi ditio tiona nall pi pipe pe fr from om th thee affected lot of double the number originally tested are subsequently que ntly made and each suc such h test conforms conforms to the specified specified requirement requi rements. s. Only one retest of any lot will be permit permitted. ted. Any individual length of pipe that conforms to the test requirements is acce acceptab ptable. le. Any ind individ ividual ual leng length th of pip pipee that does not conform to the test requirements may be resubmitted for test and will be considered acceptable if tests taken from each pipe end conform to the specified requirements.

12.3 At the purchaser’s purchaser’s discretion, discretion, pipe shall be subjected subjected to rejection if surface defects repaired in accordance with  12.2  12.2 are  are not scattered, but appear over a large area in excess of what is considered a workmanlike finish. Disposition of such pipe shall be a matter of agreement between the manufacturer and the purchaser.

14.2   Electric-Resista Electric-Resistance-W nce-Welded elded Pipe Pro Produced duced in Single  Lengths— If If any flattening test result fails to conform to the requirements specified in 7.3.3 in  7.3.3,, the affected single length shall be rejected unless the failed end is subsequently retested using the same weld orientation as the failed test and a satisfactory test result is obtained before the pipe’s length is reduced by such testing to less than 80 % of its length after the initial cropping.

12.4 For th 12.4 thee re remo mova vall of im impe perf rfect ectio ions ns an and d de defe fects cts by grinding, grind ing, a smoot smooth h curved surface shall be maintain maintained, ed, and the wall thickness shall not be decreased below that permitted by this specification. It shall be permissible to reduce the outside diameter at the point of grinding by the amount so removed. 12.4.1 12.4. 1 Wall thickness measurements measurements shall be made with a mechanical caliper or with a properly calibrated nondestructive testing device of appropriate accuracy. In the case of a dispute, the measurement determined by use of the mechanical caliper shall govern.

14.3   Electric-Resistance-Welded Pipe Produced in Multiple If any flattening test result fails to conform to the  Lengths— If requirement requi rementss specifi specified ed in   7.3.3, 7.3.3,   the af affected fected multiple length shall be rejected or flattening tests shall be made using a test specimen taken from each end of each individual length in the failed multiple length. For each pipe end, such tests shall be made with the weld alternately at 0° and 90° from the line of  direction of force. Individual lengths are considered acceptable if the test results for both pipe ends conform to the specified requirements.

12.5 Weld repair shall only be permitt permitted ed with the appro approval val of the purchaser and in accordance with Specification  A530/  A530M.. A530M 12.6 The finished pipe shall be reasonably reasonably straight. straight. 12.7 The pipe shall contain 12.7 contain no den dents ts greater greater tha than n 10 % of  1 the pip pipee dia diamet meter er or  ⁄ 4   in. [6 mm] mm],, whi whiche chever ver is sma smaller ller,, 7

A53/A53M − 12 17.3   Weig The Weight ht (Ma (Mass) ss) per Uni Unitt Ar Area ea of Coa Coatin ting g Test— The weightt (mass) per unit area of zinc coating shall be determined weigh by stripping tests in accordance with Test Method A90/A90M Method  A90/A90M..

15. Test Methods Methods 15.1 15 .1 The tes testt sp spec ecime imens ns an and d th thee tes tests ts re requ quir ired ed by th this is specification shall conform to those described in the latest issue of Test Methods and Definitions  A370  A370..

17.4   Test Specimens— Test Test specimens for determination of  weight (mass) per unit area of coating shall be cut approximately 4 in. [100 mm] in length.

15.2 Each longitudinal longitudinal tension tension test specimen shall be taken from a pipe end and shall not be flattened between the gage marks.

17.5   Number of Tests— Two test specim specimens ens for the determination of weight (mass) per unit area of coating shall be taken, one from each end of one length of galvanized pipe selected at random from each lot of 500 lengths, or fraction thereof, of  each size.

15.3 Test specimens for bend tests and flattening tests shall be taken from pipe. Test specimens for flattening tests shall be smooth on the ends and free from burrs. 15.4 Tests shall be condu conducted cted at room temperature. temperature.

17.6   Retests— If If the weight (mass) per unit area of coating of any lot does not conform to the requirements specified in 17.2,, retests of two additional pipes from the same lot shall be 17.2 made, each of which shall conform to the specified requirements.

16. Leng Lengths ths 16.1 Unl 16.1 Unless ess oth otherw erwise ise spe specifi cified, ed, pip pipee len length gthss sha shall ll be in accordance with the following regular practices: 16.1.1 16.1. 1 Except as allowed allowed by 16.1.2 by  16.1.2 and  and  16.1.4  16.1.4,,  pipe lighter than extra-strong weight shall be in single-random lengths of  16 to 22 ft [4.88 to 6.71 m], with not more than 5 % of the total number num ber of thr thread eaded ed len length gthss fur furnis nished hed bei being ng joi jointer nterss (tw (two o pieces coupl coupled ed togeth together). er). 16.1.2 For plain-end pipe lighter than extra-strong weight, it shall be permissible for not more than 5 % of the total number of pipe to be in lengths of 12 to 16 ft [3.66 to 4.88 m]. 16.1.3 16. 1.3 Pip Pipee of ext extrara-str strong ong weight weight or hea heavie vierr sha shall ll be in random lengths of 12 to 22 ft [3.66 to 6.71 m], except that it shall be permissible for not more than 5 % of the total of pipe to be in lengths of 6 to 12 ft [1.83 to 3.66 m]. 16.1.4 16. 1.4 For extra-str extra-strong ong weight or ligh lighter ter pip pipee ord ordere ered d in double-random lengths, the minimum lengths shall be not less than 22 ft [6.71 m] and the minimum average length for the order shall be not less than 35 ft [10.67 m]. 16.1.5 16.1. 5 For pipe heavier than extra-stron extra-strong g weight ordered in lengths leng ths longer than sin single gle ran random dom,, the len length gthss sha shall ll be as agreed upon between the manufacturer and the purchaser. 16.1.6 16.1. 6 If pipe is furn furnished ished threaded threaded and coupled, the length shall be measured to the outer face of the coupling.

17.7 If pi 17.7 pipe pe or orde dere red d un unde derr th this is sp spec ecifi ifica cati tion on is to be galvanized, the tension, flattening, and bend tests shall be made on the bas basee mat materia eriall bef before ore gal galvan vanizin izing, g, if pra practic cticabl able. e. If  specified, results of the mechanical tests on the base material shall be reported to the purchaser. If it is impracticable to make the mechanical tests on the base material before galvanizing, galvanizing, it shall be permis permissible sible to make such tests on galvanized samples, samples, and any flaking or cracking of the zinc coating shall not be considered cause for rejection. If galvanized pipe is bent or otherwise fabricated to a degree that causes the zinc coating to stretch or compress beyond the limit of elasticity, some flaking of the coating is acceptable. 18. Inspe Inspectio ction n 18.1 The ins 18.1 inspec pector tor rep repres resenti enting ng the pur purcha chaser ser sha shall ll hav havee entry, at all times while work on the contract of the purchaser is being performed, to all parts of the manufacturer’s works that concern the manufacture of the pipe ordered. The manufacturer factur er shall af afford ford the inspec inspector tor all reaso reasonable nable facilities to be satisfied that the pipe is being furnished in accordance with this specification. All tests (except product analysis) and inspection shall be made at the place of manufacture prior to shipment, unless otherwise specified, and shall be so conducted as not to interfere unnecessarily with the operation of the works.

17. Galva Galvanize nized d Pipe 17.1 Galvan Galvanized ized pipe ordered under this specification specification shall be coated with zinc inside and outside by the hot-dip process. Thee zin Th zincc us used ed fo forr th thee co coat atin ing g sh shall all be an any y gr grad adee of zi zinc nc conforming to Specification B6 B6..

19. Reje Rejectio ction n 19.1 The purchase 19.1 purchaserr is per permitt mitted ed to ins inspec pectt each length length of  pipe received from the manufacturer and, if it does not meet the requirement requi rementss of this specification based upon the inspec inspection tion and test method as outlined in the specification, the length shall be rejected and the manuf manufacture acturerr shall be notifie notified. d. Disposition of rejected pipe shall be a matter of agreement between the manufacturer and the purchaser.

17.2  Weight (Mass) per Unit Area of Coating— The The weight (mass) per unit area of zinc coating shall be not less than 1.8 oz/ft2 [0.55 kg/m2] as determined from the average results of  the two specimens taken for test in the manner prescribed in 17.5 and 17.5  and not less than 1.6 oz/ft 2 [0.49 kg/m2] for each of these specime spe cimens. ns. The wei weight ght (mass) per uni unitt are areaa of coa coatin ting, g, expressed in ounces per square foot [kilograms per square metre] shall be calculated by dividing the total weight (mass) of zinc, inside plus outside, by the total area, inside plus outside, of the surfac sur facee coa coated ted.. Eac Each h spe specime cimen n sha shall ll hav havee not less tha than n 1.3 2 2 oz/ft [0.40 kg/m ] of zinc coating on each surface, calculated by dividing the total weight (mass) of zinc on the given surface (outside or inside) by the area of the surface coated (outside or inside).

19.2 19 .2 Pipe Pipe fo foun und d in fa fabr brica icatio tion n or in in inst stall allati ation on to be unsuitable for the intended use, under the scope and requirements of this specification, shall be set aside and the manufacturer notified. Such pipe shall be subject to mutual investigation as to the nature and severity of the deficiency and the forming or installation, or both, conditions involved. Disposition shall be a matter for agreement. 8

A53/A53M − 12 21.3 Heat number, number, lot numbe number, r, run number, number, or a combination thereof shall be marked at the option of the manufacturer, unless specific marking is specified in the purchase order. The loca lo cati tion on of su such ch ma mark rkin ing g sh shal alll be at th thee op opti tion on of th thee manufacturer.

20. Cert Certifica ification tion 20.1 The man 20.1 manufa ufactu cturer rer or sup supplie plierr sha shall, ll, upo upon n req reques uest, t, furnish to the purchaser a certificate of compliance stating that the mate materia riall has bee been n man manufa ufactur ctured, ed, sam sample pled, d, tes tested ted,, and inspec ins pected ted in acco accorda rdance nce with thi thiss spe specific cificatio ation n (in (inclu cludin ding g year-date), and has been found to meet the requirements.

21.4 Any additional additional infor information mation desired by the manufacturer or specified in the purchase order.

20.2   Test Report— For For Types E and S, the manufacturer or suppli sup plier er sha shall ll fur furnis nish h to the pur purcha chaser ser a che chemica micall ana analys lysis is report for the elements given in  Table 1. 1.

21.5 For pipe pipe NPS NPS 11 ⁄ 2  [DN 40] and smaller that is bundled, it shall be permissible to mark the required information on a tag securely attached to each bundle.

20.3   EDI— A certificate of compliance or test report printed from,, or us from used ed in in,, ele electr ctron onic ic fo form rm fr from om an el elect ectro roni nicc da data ta interchange (EDI) transmission shall be regarded as having the same validity as a counterpart printed in the certifier’s facility. Thee us Th usee an and d fo form rmat at of th thee ED EDII do docu cume ment nt ar aree su subj bjec ectt to agreem agr eement ent bet betwee ween n the pur purcha chaser ser and the man manufa ufactu cturer rer or supplier.

21.6 If pi 21.6 pipe pe se secti ction onss ar aree cu cutt in into to sh shor orte terr len lengt gths hs by a processor for resale as pipe, the processor shall transfer the comple com plete te ide identifi ntificat cation ion,, inc includ luding ing the nam namee or bra brand nd of the manufacturer, to each unmarked cut length, or to metal tags securely attached to unmarked pipe bundled in accordance with the requirements of  21.5.   21.5. The same material designation shall be included with the information transferred, and the processor’s name, trademark, or brand shall be added.

NOTE   7—EDI 7—EDI is the com comput puter er to com comput puter er exc exchan hange ge of bus busine iness ss information in a standard format such as ANSI ASC X12.

21.7   Bar Coding— In In addition to the requirements in  21.1  21.1,, 21.5, and   21.6, 21.5, 21.6,   bar coding is acceptable as a supplementary identification method. It is recommended that bar coding be consistent consis tent with the Autom Automotive otive Industry Industry Action Group Group (AIAG) standard standa rd prepared by the Primary Metals Subco Subcommittee mmittee of the AIAG Bar Code Project Team.

20.4 Notwit Notwithstand hstanding ing the absence of a signature, the organization submitting the certificate of compliance or test report is responsible for its content. 21. Pro Product duct Marking Marking 21.1 21. 1 Exc Except ept as allo allowed wed by   21.5 and   21.6, 21.6,   each length of  pipe sha pipe shall ll be leg legibly ibly marked marked in the following following sequence sequence to show: 21.1.1 21.1. 1 Manuf Manufacturer acturer’s ’s name or mark, 21.1.2 21.1. 2 Specifi Specification cation number (year-date (year-date not required),

22. Government Procureme Procurement nt 22.1 If specified specified in the contract, the pipe shall be preserved, preserved, packaged, and packed in accordance with the requirements of  MIL-STD-163. The applicable levels shall be as specified in the contract. Marking for shipment of such pipe shall be in acco ac cord rdan ance ce wi with th Fe Fed. d. St Std. d. No No.. 12 123 3 fo forr civ civil il ag agen enci cies es an and d MIL-STD-129 or Fed. Std. No. 183 if continuous marking is required, for military agencies.

NOTE   8—Pipe that compl complies ies with multi multiple ple compa compatible tible speci specificatio fications ns may be marked with the appropriate designation for each specification.

21.1.3 Siz 21.1.3 Sizee (NP (NPS S and wei weight ght clas class, s, sch schedu edule le num number ber,, or specifie spe cified d wall thi thickn ckness ess;; or spe specifi cified ed out outsid sidee dia diamet meter er and specified specifie d wall thickn thickness), ess), 21.1.4 21.1. 4 Grade (A or or B), 21.1.5 21.1. 5 Type of pipe (F, (F, E, or S), 21.1.6 21.1. 6 Test pressure, seamless pipe only (if applic applicable, able, in accordance with Table with  Table 4), 4), 21.1.7 21.1. 7 Nond Nondestruc estructive tive electric test, seamles seamlesss pipe only (if  applicable, in accordance with Table with  Table 4), 4),

22.2   Inspection— Unless Unless otherwise specified in the contract, the man manufa ufactur cturer er is res respon ponsib sible le for the per perfor forman mance ce of all inspection inspec tion and test requirements requirements specified herein. Except as otherwise specified in the contract, the manufacturer shall use its own or any other sui suitabl tablee fac facilit ilities ies for performi performing ng the inspection and test requirements specified herein, unless otherwise disapproved by the purchaser in the contract or purchase order. The purchaser shall have the right to perform any of the insp in spect ectio ions ns an and d tes tests ts set fo fort rth h in th this is sp speci ecific ficati ation on wh wher eree deemed dee med necessary necessary to ens ensure ure that the pip pipee con confor forms ms to the specified requirements.

21.2 21 .2 Unless Unless an anot othe herr ma mark rkin ing g fo form rmat at is sp speci ecifie fied d in th thee purchase order, length shall be marked in feet and tenths of a foot, or metres to two decimal places, dependent upon the units to which the pipe was ordered. The location of such marking shall be at the option of the manufacturer.

23. Pack Packagin aging g and Pack Package age Marking Marking 23.1 If specified in the purch purchase ase order, order, packaging, marking, marking, and loading loading for shipment shipment sha shall ll be in acco accorda rdance nce with tho those se procedures recommended by Practices  A700  A700..

TABLE 4 Marking of Seamless Pipe Hydro

NDE

Yes No Yes

No Yes Yes

Marking

24. Keyw Keywords ords

Test pressure NDE Test Pressure/NDE

24.1 black steel pipe; pipe; seamless steel pipe; pipe; steel pipe; welded steel pipe; zinc coated steel pipe

9

A53/A53M − 12

SUPPLEMENTARY REQUIREMENTS The following supplementary requirements shall apply only when specified in the purchase order. The pur purcha chaser ser may spe specif cify y a dif differ ferent ent fre freque quency ncy of test tha than n is pro provid vided ed in the sup supple plemen mentar tary y requirement. Subject to agreement between the purchaser and manufacturer, retest and retreatment provisions of these supplementary requirements may also be modified.

S1.4 Superficial ruptures as a result of of surface imperfections shall not be cause for rejection.

S1. Flattening Test, Test, Seamless Pipe S1.1 A test spec S1.1 specime imen n at least least 21 ⁄ 2 in. [60 mm] in length shall be flattened cold between parallel plates in two steps. During the first step, which is a test for ductility, except as allowed by S1.3, S1.4, and S1.5, no cracks or breaks on the inside, outside, or end surfaces shall be present before the distance between the plates is less than the value of  H  calculated   calculated as follows:

S1.5 For pipe S1.5 pipe with a D-to-t  ratio   ratio less than 10, because the strain imposed due to geometry is unreasonably high on the inside surface at the 6 and 12 o’clock locations, cracks at such locations shall not be cause for rejection. S1.6 One test shall be mad S1.6 madee on test spe specime cimens ns taken from one length of pipe from each lot of each pipe size. A lot shall cont co ntai ain n no mo more re th than an on onee he heat at,, an and d at th thee op opti tion on of th thee manufacturer shall contain no more than 500 lengths of pipe (as initially cut after the final pipe-forming operation, prior to any further cutting to the required ordered lengths) or 50 tons [45 Mg] of pipe.

 H  5 ~ 1 1 e ! t  / ~ e 1 t  /  D !

where:  H  = distan distance ce between between flattening flattening plates, plates, in. [mm], [mm], e = deformation deformation per per unit length length (constant (constant for for a given given grade of steel, 0.09 for Grade A, and 0.07 for Grade B), specified ed wall wall thicknes thickness, s, in. in. [mm], [mm], and and t  = specifi  D = specifi specified ed outside outside diameter diameter,, in. [mm] [mm]

S1.7 If the results S1.7 results of a test for a lot fail to con confor form m to the applicable requirements, the lot shall be rejected unless tests of  additio add itional nal pip pipee fro from m the affecte affected d lot of dou double ble the number number origin ori ginally ally test tested ed are sub subseq sequen uently tly mad madee and eac each h suc such h tes testt conforms to the specified requirements. Only one retest of any lott wi lo will ll be pe perm rmitt itted ed.. An Any y in indi divi vidu dual al le leng ngth th of pi pipe pe th that at conforms confo rms to the test requi requirement rementss is accepta acceptable. ble. Any individual individual length of pipe that does not conform to the test requirements may be resubmitted for test and will be considered acceptable if tes tests ts tak taken en from each pipe end con confor form m to the specified specified requirements.

The  H  values have been calculated for standard-weight and extra-heavy weight pipe from NPS 2 1 ⁄ 2  to NPS 24 [DN 65 to DN 600], inclusive, and are given in  Table X2.1. X2.1. S1.2 Durin During g the second step, which is a test for soundness, soundness, the flattening shall be continued until the test specimen breaks or the opposite sides of the test specimen meet. Evidence of  laminated or unsound material that is revealed during the entire flattening test shall be cause for rejection. S1.3 S1. 3 Surface Surface imp imperf erfecti ections ons in the tes testt spe specim cimen en bef before ore flattening, but revealed during the first step of the flattening test, shall be judged in accordance with the finish requirements in Section 12 12..

APPENDIXES (Nonmandatory Information) X1. DEF DEFINITI INITIONS ONS OF TYPES OF PIPE

Type F, Furn Furnaceace-Butt Butt-W -Welde elded d Pipe Pipe,, Con Continu tinuous ous-X1.1   Type Welded Pipe—Pipe produced in multiple lengths from coiled coil ed ske skelp lp and sub subseq sequen uently tly cut into ind individ ividual ual leng lengths ths,, having its longitudinal longitudinal butt joint forge forge welded by the mechan mechaniical pressure developed in rolling the hot-formed skelp through a set of round pass welding rolls.

longitudinal butt joint wherein coalescence is produced by the heat obtained from resistance of the pipe to the flow of electric current in a circuit of which the pipe is a part, and by the application of pressure. X1.3  Type S, Seamless Pipe —Pipe made without a welded seam. It is manufactured by hot working steel and, if necessary, by subsequently cold finishing the hot-worked tubular product to produce the desired shape, dimensions, and properties.

X1.2 Type E, ElectricElectric-Resista Resistance-W nce-Welded elded Pipe—Pipe produced in sin duced single gle len length gths, s, or in mul multip tiple le len length gthss fro from m coi coiled led skelp and subsequently cut into individual lengths, having a

10

A53/A53M − 12 X2. TABLES FOR DIMENSIONAL AND CERTAIN CERTAIN MECHANICAL REQUIREMENTS REQUIREMENTS

X2.1   Tables Tables X2.1X2.1-X2.4 X2.4   address address dim dimens ension ional al and cer certain tain mechanical requirements. TABLE X2.1 Calculated NPS Designator

A

DN Designator

  Values H  Values

Specified Outside Diameter, in. [mm]

for Seamless Pipe Specified Wall Thickness, in. [mm]

Distance, Distan ce, in. [mm], Between Plates “H  “H  ”  ” by Formula: H  Formula:  H  =  = (1 + e  +  e )  t  /(  /(e  e  +  +  t  / D  D)  Grade A

Grade B

0 . 2 0 3 [5 .1 6 ] 0.276 [7.01]

1.378 [35.0] 1.618 [41.1]

1.545 [39.2] 1.779 [45.2]

3 .5 0 0 [ 8 8 .9 ]

0 . 2 1 6 [5 .4 9 ] 0.300 [7.62]

1.552 [39.4] 1.861 [47.3]

1.755 [44.6] 2.062 [52.4]

90

4 .0 0 0 [1 0 1 . 6 ]

0 . 2 2 6 [5 .7 4 ] 0.318 [8.08]

1.682 [42.7] 2.045 [51.9]

1.912 [48.6] 2.276 [57.8]

4

10 0

4.500 [114.3]

0. 23 7 [ 6. 02 ] 0.337 [8.56]

1.811 [46.0] 2.228 [56.6]

2.067 [52.5] 2.489 [63.2]

5

12 5

5 .5 6 3 [1 4 1 .3 ]

0. 25 8 [ 6. 55 ] 0.375 [9.52]

2.062 [52.4] 2.597 [66.0]

2.372 [60.2] 2.920 [74.2]

6

15 0

6 .6 2 5 [1 6 8 .3 ]

0.280 [7.11] 0.432 [10.97]

2.308 [58.6] 3.034 [77.1]

2.669 [67.8] 3.419 [86.8]

8

20 0

8 .6 2 5 [2 1 9 .1 ]

0. 27 7 [ 7. 04 ] 0.322 [8.18] 0.500 [12.70]

2.473 [62.8] 2.757 [70.0] 3.683 [93.5]

2.902 [73.7] 3.210 [81.5] 4.181 [106.2]

10

250

1 0 .7 5 0 [ 2 7 3 .0 ]

0.279 [7.09]A 0.307 [7.80] 0.365 [9.27] 0.500 [12.70]

2.623 [66.6] 2.823 [71.7] 3.210 [81.5] 3.993 [101.4]

3.111 [79.0] 3.333 [84.7] 3.757 [95.4] 4.592 [116.6]

12

300

1 2 .7 5 0 [ 3 2 3 .8 ]

0 .3 0 0 [ 7 . 6 2 ] 0.375 [9.52] 0.500 [12.70]

3.105 [78.9] 3.423 [86.9] 4.218 [107.1]

3.683 [93.5] 4.037 [102.5] 4.899 [124.4]

14

350

1 4 .0 0 0 [ 3 5 5 .6 ]

0 .3 7 5 [ 9 . 5 2 ] 0.500 [12.70]

3.500 [88.9] 4.336 [110.1]

4.146 [105.3] 5.061 [128.5]

16

400

1 6 .0 0 0 [ 4 0 6 .4 ]

0 .3 7 5 [ 9 . 5 2 ] 0.500 [12.70]

3.603 [91.5] 4.494 [114.1]

4.294 [109.1] 5.284 [134.2]

18

450

1 8 . 0 0 0 [4 5 7 ]

0 .3 7 5 [9 .5 2 ] 0.500 [12.70]

3.688 [93.7] 4.628 [117.6]

4.417 [112.2] 5.472 [139.0]

20

500

2 0 . 0 0 0 [5 0 8 ]

0 .3 7 5 [9 .5 2 ] 0.500 [12.70]

3.758 [95.5] 4.740 [120.4]

4.521 [114.8] 5.632 [143.1]

24

600

2 4 . 0 0 0 [6 1 0 ]

0 .3 7 5 [9 .5 2 ] 0.500 [12.70]

3.869 [98.3] 4.918 [124.9]

4.686 [119.0] 5.890 [149.6]

1

2  ⁄ 2

65

2 .8 7 5 [ 7 3 .0 ]

3

80

31 ⁄ 2

Special order only.

11

A53/A53M − 12 TABLE X2.2 Dimens Dimensions, ions, Weights (Masses) per Unit Length, and Test Pressures for PlainPlain-End End Pipe NPS DN Designator Designator

Specified Outside Diameter, in. [mm]

Specified Wall Thickness, in. [mm]

Nominal Weight (Mass) per Unit Length, Plain End, lb/ft [kg/m]

Wei eigh ghtt Cl Clas ass s

Sche Sc hedu dule le No No..

Tes estt Pr Pres essu sure re,,A psi [kPa]

Grade A

Grade B

 ⁄ 8

6

0 .4 0 5 [ 1 0 .3 ]

0 .0 6 8 [1 . 7 3 ] 0 .0 9 5 [2 . 4 1 ]

0 .2 4 [0 .3 7 ] 0 .3 1 [0 .4 7 ]

STD XS

40 80

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0]

7 00 [ 48 0 0] 8 5 0 [5 9 0 0 ]

 ⁄ 4

8

0 .5 4 0 [ 1 3 .7 ]

0 .0 8 8 [2 . 2 4 ] 0.119 [3.02]

0 .4 3 [0 .6 3 ] 0 .5 4 [0 .8 0 ]

STD XS

40 80

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0]

7 00 [ 48 0 0] 8 5 0 [5 9 0 0 ]

 ⁄ 8

10

0 .6 7 5 [ 1 7 .1 ]

0 .0 9 1 [ 2 . 3 1 ] 0 .1 2 6 [3 . 2 0 ]

0 .5 7 [0 .8 4 ] 0 .7 4 [1 .1 0 ]

STD XS

40 80

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0]

7 0 0 [4 8 0 0 ] 8 5 0 [5 9 0 0 ]

 ⁄ 2

15

0 .8 4 0 [ 2 1 .3 ]

0 .1 0 9 [ 2 . 7 7 ] 0 .1 4 7 [3 . 7 3 ] 0 .1 8 8 [4 . 7 8 ] 0 .2 9 4 [7 . 4 7 ]

0 .8 5 [1 .2 7 ] 1 .0 9 [1 .6 2 ] 1 .3 1 [1 .9 5 ] 1 .7 2 [2 .5 5 ]

STD XS . .. XXS

40 80 16 0 ...

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0] 90 0 [ 62 00 ] 1 0 0 0 [6 9 0 0 ]

7 0 0 [4 8 0 0 ] 8 5 0 [5 9 0 0 ] 9 0 0 [ 62 0 0] 1 0 0 0 [6 9 0 0 ]

 ⁄ 4

20

1 .0 5 0 [ 2 6 .7 ]

0.113 [2.87] 0 .1 5 4 [3 . 9 1 ] 0 .2 1 9 [5 . 5 6 ] 0 .3 0 8 [7 . 8 2 ]

1 .1 3 [1 .6 9 ] 1 .4 8 [2 .2 0 ] 1 .9 5 [2 .9 0 ] 2 .4 4 [3 .6 4 ]

STD XS . .. XXS

40 80 16 0 ...

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0] 95 0 [ 65 00 ] 1 0 0 0 [6 9 0 0 ]

7 0 0 [4 8 0 0 ] 8 5 0 [5 9 0 0 ] 9 5 0 [ 65 0 0] 1 0 0 0 [6 9 0 0 ]

1

25

1 . 3 1 5 [ 3 3 .4 ]

0 . 1 3 3 [3 .3 8 ] 0 .1 7 9 [4 . 5 5 ] 0 .2 5 0 [6 . 3 5 ] 0 .3 5 8 [9 . 0 9 ]

1. 68 [ 2. 50 ] 2 .1 7 [3 .2 4 ] 2 .8 5 [4 .2 4 ] 3 .6 6 [5 .4 5 ]

STD XS . .. XXS

40 80 16 0 ...

7 0 0 [4 8 0 0 ] 8 5 0 [ 59 0 0] 95 0 [ 65 00 ] 1 0 0 0 [6 9 0 0 ]

7 0 0 [4 8 0 0 ] 8 5 0 [5 9 0 0 ] 9 5 0 [ 65 0 0] 1 0 0 0 [6 9 0 0 ]

11 ⁄ 4

32

1 .6 6 0 [ 4 2 .2 ]

0 .1 4 0 [ 3 . 5 6 ] 0 .1 9 1 [4 . 8 5 ] 0 .2 5 0 [6 . 3 5 ] 0 .3 8 2 [9 . 7 0 ]

2 .2 7 [3 .3 9 ] 3 .0 0 [4 .4 7 ] 3 .7 7 [5 .6 1 ] 5 .2 2 [7 .7 7 ]

STD XS . .. XXS

40 80 16 0 ...

1 2 0 0 [8 3 0 0 ] 1 8 0 0 [1 2 4 0 0 ] 19 00 [ 13 1 00 ] 2 2 0 0 [1 5 2 0 0 ]

1 3 0 0 [9 0 0 0 ] 1 90 0 [ 13 10 0 ] 2 0 0 0 [1 3 8 0 0 ] 23 0 0 [ 15 90 0]

11 ⁄ 2

40

1 .9 0 0 [ 4 8 .3 ]

0 .1 4 5 [ 3 . 6 8 ] 0 .2 0 0 [5 . 0 8 ] 0 .2 8 1 [7 . 1 4 ] 0 .4 0 0 [1 0 .1 6 ]

2 .7 2 [4 .0 5 ] 3 .6 3 [5 .4 1 ] 4 .8 6 [7 .2 5 ] 6 .4 1 [9 .5 6 ]

STD XS . .. XXS

40 80 16 0 . ..

1 2 0 0 [8 3 0 0 ] 1 8 0 0 [1 2 4 0 0 ] 19 50 [ 13 4 00 ] 2 2 0 0 [1 5 2 0 0 ]

1 3 0 0 [9 0 0 0 ] 1 90 0 [ 13 10 0 ] 2 0 5 0 [1 4 1 0 0 ] 2 3 0 0 [1 5 9 0 0 ]

2

50

2 . 3 7 5 [ 6 0 .3 ]

0 . 1 5 4 [3 .9 1 ] 0 .2 1 8 [5 . 5 4 ] 0 .3 4 4 [8 . 7 4 ] 0.436 [11.07]

3. 66 [ 5. 44 ] 5 .0 3 [7 .4 8 ] 7.47 [11.11] 9 .0 4 [1 3 . 4 4 ]

STD XS . .. XXS

40 80 16 0 . ..

2 3 0 0 [1 5 9 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 2 5 00 [ 17 2 0 0]

2 5 0 0 [1 7 2 0 0 ] 2 50 0 [ 17 20 0 ] 25 0 0 [ 17 2 0 0] 2 5 0 0 [1 7 2 0 0 ]

21 ⁄ 2

65

2 .8 7 5 [ 7 3 .0 ]

0 .2 0 3 [ 5 . 1 6 ] 0 .2 7 6 [7 . 0 1 ] 0 .3 7 5 [9 . 5 2 ] 0 .5 5 2 [1 4 .0 2 ]

5 .8 0 [8 .6 3 ] 7.67 [11.41] 1 0 .0 2 [1 4 . 9 0 ] 1 3 . 7 1 [ 2 0 .3 9 ]

STD XS . .. XXS

40 80 160 .. .

2 5 0 0 [1 7 2 0 0 ] 25 00 [ 17 2 00 ] 2 5 0 0 [1 7 2 0 0 ] 2 50 0 [ 17 2 00 ]

25 0 0 [ 17 20 0] 2 5 0 0 [1 7 2 0 0 ] 2 50 0 [ 17 2 00 ] 2 5 0 0 [1 7 2 0 0 ]

3

80

3 . 5 0 0 [ 8 8 .9 ]

0 . 1 2 5 [3 .1 8 ] 0 .1 5 6 [3 . 9 6 ] 0 .1 8 8 [4 . 7 8 ] 0 .2 1 6 [5 . 4 9 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 0 0 [7 . 6 2 ] 0.438 [11.13] 0 .6 0 0 [1 5 .2 4 ]

4. 51 [ 6. 72 ] 5 .5 8 [8 .2 9 ] 6 .6 6 [9 .9 2 ] 7.58 [11.29] 8 .6 9 [1 2 . 9 3 ] 9 .6 7 [1 4 . 4 0 ] 1 0 .2 6 [1 5 . 2 7 ] 1 4 . 3 4 [ 2 1 .3 5 ] 1 8 . 6 0 [ 2 7 .6 8 ]

.. . . .. . .. STD . .. . .. XS ... XXS

. .. ... ... 40 . .. . .. 80 16 0 .. .

1 2 9 0 [8 9 0 0 ] 1600 [11 000] 1 9 3 0 [1 3 3 3 0 ] 2 2 2 0 [1 5 3 0 0 ] 2 5 00 [ 17 2 0 0] 2 5 00 [ 17 2 0 0] 2 5 0 0 [1 7 2 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 2 50 0 [ 17 2 00 ]

1 5 0 0 [1 0 0 0 ] 1 8 7 0 [1 2 9 0 0 ] 2 2 6 0 [1 5 6 0 0 ] 25 0 0 [ 17 2 0 0] 2 5 0 0 [1 7 2 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 25 0 0 [ 17 2 0 0] 2 5 0 0 [1 7 2 0 0 ] 2 5 0 0 [1 7 2 0 0 ]

31 ⁄ 2

90

4 .0 0 0 [ 1 0 1 . 6 ]

0 . 1 2 5 [3 .1 8 ] 0 .1 5 6 [3 . 9 6 ] 0 .1 8 8 [4 . 7 8 ] 0 .2 2 6 [5 . 7 4 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 8 [8 . 0 8 ]

5. 18 [ 7. 72 ] 6 .4 1 [9 .5 3 ] 7.66 [11.41] 9 .1 2 [1 3 . 5 7 ] 1 0 .0 2 [1 4 . 9 2 ] 11.17 [16.63] 1 2 .5 2 [1 8 . 6 3 ]

.. . . .. . .. STD . .. . .. XS

. .. ... . .. 40 . .. . .. 80

1120 [7700] 1 4 0 0 [6 7 0 0 ] 1690 [11 700] 2 0 3 0 [1 4 0 0 0 ] 2 25 0 [ 15 5 00 ] 2 50 0 [ 17 2 00 ] 2 8 0 0 [1 9 3 0 0 ]

1 3 1 0 [1 9 0 0 0 ] 1640 [11 300] 1 9 7 0 [1 3 6 0 0 ] 23 7 0 [ 16 3 0 0] 2 5 0 0 [1 7 2 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 28 0 0 [ 19 3 0 0]

4

10 0

4.500 [114.3]

0 . 1 2 5 [ 3 .1 8 ] 0 .1 5 6 [3 . 9 6 ] 0 .1 8 8 [4 . 7 8 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 3 7 [6 . 0 2 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 3 7 [8 . 5 6 ]

5 .8 5 [8 .7 1 ] 7 .2 4 [1 0 . 7 8 ] 8 .6 7 [1 2 . 9 1 ] 1 0 .0 2 [1 4 . 9 1 ] 1 0 .8 0 [1 6 . 0 7 ] 11.36 [16.90] 1 2 .6 7 [1 8 . 8 7 ] 1 3 .9 7 [2 0 . 7 8 ] 1 5 .0 0 [2 2 . 3 2 ]

... . .. . .. . .. STD . .. . .. . .. XS

... . .. . .. . .. 40 . .. . .. . .. 80

1 0 0 0 [6 9 0 0 ] 1 2 5 0 [8 6 0 0 ] 1 5 00 [ 10 3 0 0] 1 75 0 [ 12 1 00 ] 1 9 0 0 [1 3 1 0 0 ] 2 00 0 [ 13 8 00 ] 2 25 0 [ 15 1 00 ] 2 50 0 [ 17 2 00 ] 2 7 0 0 [1 8 6 0 0 ]

1170 [8100] 1 4 60 [ 10 1 0 0] 1 7 5 0 [1 2 1 0 0 ] 2 0 4 0 [1 4 1 0 0 ] 2 21 0 [ 15 2 00 ] 2 3 3 0 [1 6 1 0 0 ] 2 6 2 0 [1 8 1 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 28 0 0 [ 19 3 0 0]

1

1

3

1

3

12

A53/A53M − 12 TABLE X2.2   Continued  NPS DN Designator Designator

Specified Outside Diameter, in. [mm]

Specified Wall Thickness, in. [mm]

Nominal Weight (Mass) per Unit Length, Plain End, lb/ft [kg/m]

Wei eigh ghtt Cl Clas ass s

Sche Sc hedu dule le No No..

Tes estt Pr Pres essu sure re,,A psi [kPa]

Grade A

Grade B

0.438 [11.13] 0 .5 3 1 [1 3 .4 9 ] 0 .6 7 4 [1 7 .1 2 ]

1 9 . 0 2 [ 2 8 .3 2 ] 2 2 . 5 3 [ 3 3 .5 4 ] 2 7 . 5 7 [ 4 1 .0 3 ]

... ... XXS

12 0 16 0 .. .

2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 80 0 [ 19 3 00 ]

2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

5

12 5

5 .5 6 3 [1 4 1 . 3 ]

0 . 1 5 6 [ 3 .9 6 ] 0 .1 8 8 [4 . 7 8 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 8 [6 . 5 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .5 0 0 [1 2 .7 0 ] 0 .6 2 5 [1 5 .8 8 ] 0 .7 5 0 [1 9 .0 5 ]

9 .0 2 [1 3 . 4 1 ] 1 0 .8 0 [1 6 . 0 9 ] 1 2 .5 1 [1 8 . 6 1 ] 1 4 .6 3 [2 1 . 7 7 ] 1 5 .8 7 [2 3 . 6 2 ] 1 7 .5 1 [2 6 . 0 5 ] 1 9 .1 9 [2 8 . 5 7 ] 2 0 .8 0 [3 0 . 9 4 ] 2 7 . 0 6 [ 4 0 .2 8 ] 32.99 [49.11] 3 8 . 5 9 [ 5 7 .4 3 ]

.. . . .. . .. STD . .. . .. . .. XS ... ... XXS

. .. . .. . .. 40 . .. . .. . .. 80 12 0 16 0 .. .

10 1 0 [ 70 0 0] 1 2 2 0 [8 4 0 0 ] 1 4 2 0 [9 8 0 0 ] 1670 [11 500] 1 82 0 [ 12 5 00 ] 2 02 0 [ 13 9 00 ] 2 23 0 [ 15 4 00 ] 2 4 3 0 [1 6 8 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 80 0 [ 19 3 00 ]

1180 [8100] 1 4 2 0 [9 8 0 0 ] 1650 [11 400] 1 95 0 [ 13 4 00 ] 2 1 2 0 [1 4 6 0 0 ] 2 3 6 0 [1 6 3 0 0 ] 2 6 0 0 [1 7 9 0 0 ] 28 0 0 [ 19 3 0 0] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

6

15 0

6 .6 2 5 [1 6 8 . 3 ]

0 . 1 8 8 [ 4 .7 8 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 0 [6 . 3 5 ] 0.280 [7.11] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 3 2 [1 0 .9 7 ] 0 .5 6 2 [1 4 .2 7 ] 0 .7 1 9 [1 8 .2 6 ] 0 .8 6 4 [2 1 .9 5 ]

1 2 . 9 4 [1 9 .2 7 ] 1 5 .0 0 [2 2 . 3 1 ] 1 7 .0 4 [2 5 . 3 6 ] 1 8 .9 9 [2 8 . 2 6 ] 2 1 .0 6 [3 1 . 3 2 ] 2 3 .1 0 [3 4 . 3 9 ] 2 5 .0 5 [3 7 . 2 8 ] 2 8 . 6 0 [ 4 2 .5 6 ] 3 6 . 4 3 [ 5 4 .2 0 ] 4 5 . 3 9 [ 6 7 .5 6 ] 5 3 . 2 1 [ 7 9 .2 2 ]

.. . . .. . .. STD . .. . .. . .. XS ... ... XXS

.. . . .. . .. 40 . .. . .. . .. 80 12 0 16 0 .. .

1 02 0 [ 70 00 ] 1190 [8200] 1 3 6 0 [9 4 0 0 ] 1 5 2 0 [1 0 5 0 0 ] 1700 [11 700] 1 87 0 [ 12 9 00 ] 2 04 0 [ 14 1 00 ] 2 3 5 0 [1 6 2 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 80 0 [ 19 3 00 ]

1190 [8200] 1 3 9 0 [9 6 0 0 ] 1 5 8 0 [1 0 9 0 0 ] 1 78 0 [ 12 3 00 ] 1 9 8 0 [1 3 7 0 0 ] 2 1 8 0 [1 5 0 0 0 ] 2 3 8 0 [1 6 4 0 0 ] 2 74 0 [ 18 9 00 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

8

20 0

8 .6 2 5 [2 1 9 . 1 ]

0 . 1 8 8 [ 4 .7 8 ] 0 .2 0 3 [5 . 1 6 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 7 7 [7 . 0 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 2 2 [8 . 1 8 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ] 0.438 [11.13] 0 .5 0 0 [1 2 .7 0 ] 0 .5 9 4 [1 5 .0 9 ] 0 .7 1 9 [1 8 .2 6 ] 0 .8 1 2 [2 0 .6 2 ] 0 .8 7 5 [2 2 .2 2 ] 0 .9 0 6 [2 3 .0 1 ]

1 6 . 9 6 [2 5 .2 6 ] 1 8 .2 8 [2 7 . 2 2 ] 1 9 .6 8 [2 9 . 2 8 ] 2 2 .3 8 [3 3 . 3 1 ] 2 4 .7 2 [3 6 . 3 1 ] 2 7 .7 3 [4 1 . 2 4 ] 2 8 .5 8 [4 2 . 5 5 ] 3 0 .4 5 [4 5 . 3 4 ] 3 3 .0 7 [4 9 . 2 0 ] 3 5 . 6 7 [ 5 3 .0 8 ] 3 8 . 3 3 [ 5 7 .0 8 ] 4 3 . 4 3 [ 6 4 .6 4 ] 5 1 . 0 0 [ 7 5 .9 2 ] 6 0 . 7 7 [ 9 0 .4 4 ] 6 7 . 8 2 [ 1 0 0 .9 2 ] 7 2 . 4 9 [ 1 0 7 .8 8 ] 74.76 [111.27]

.. . . .. . .. . .. . .. . .. STD . .. . .. ... ... XS ... ... . .. XXS . ..

.. . . .. . .. 20 30 . .. 40 . .. . .. 60 ... 80 10 0 12 0 14 0 ... 16 0

7 8 0 [5 4 0 0 ] 8 5 0 [5 9 0 0 ] 9 1 0 [6 3 0 0 ] 1 0 4 0 [7 2 0 0 ] 1160 [7800] 1 3 0 0 [9 0 0 0 ] 1 3 4 0 [9 2 0 0 ] 1 4 4 0 [9 9 0 0 ] 1 57 0 [ 10 8 00 ] 1700 [11 700] 1 8 3 0 [1 2 6 0 0 ] 2 0 9 0 [1 4 4 0 0 ] 2 5 0 0 [1 7 2 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 00 [ 19 3 00 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 00 [ 19 3 00 ]

9 2 0 [6 3 0 0 ] 1 00 0 [ 69 0 0] 1 07 0 [ 74 0 0] 1 2 2 0 [8 4 0 0 ] 1 3 5 0 [9 3 0 0 ] 1 5 2 0 [1 0 5 0 0 ] 15 7 0 [ 10 80 0] 1680 [11 600] 1 8 3 0 [1 2 6 0 0 ] 2 00 0 [ 13 8 00 ] 21 30 [ 14 7 00 ] 2 43 0 [ 16 8 00 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 28 00 [ 19 3 0 0] 2 8 0 0 [1 9 3 0 0 ]

10

25 0

1 0 .7 5 0 [2 7 3 .0 ]

0 . 1 8 8 [4 .7 8 ] 0 .2 0 3 [5 . 1 6 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 7 9 [7 . 0 9 ] 0 .3 0 7 [7 . 8 0 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 6 5 [9 . 2 7 ] 0.438 [11.13] 0 .5 0 0 [1 2 .7 0 ] 0 .5 9 4 [1 5 .0 9 ] 0 .7 1 9 [1 8 .2 6 ] 0 .8 4 4 [2 1 .4 4 ] 1 .0 0 0 [2 5 .4 0 ] 1 .1 2 5 [2 8 .5 7 ]

2 1 .2 3 [3 1 .6 2 ] 2 2 .8 9 [3 4 . 0 8 ] 2 4 .6 5 [3 6 . 6 7 ] 2 8 .0 6 [4 1 . 7 5 ] 3 1 .2 3 [4 6 . 4 9 ] 3 4 .2 7 [5 1 . 0 1 ] 3 8 .2 7 [5 6 . 9 6 ] 4 0 .5 2 [6 0 . 2 9 ] 4 8 . 2 8 [ 7 1 .8 7 ] 5 4 . 7 9 [ 8 1 .5 2 ] 6 4 . 4 9 [ 9 5 .9 7 ] 77.10 [114.70] 8 9 . 3 8 [ 1 3 3 .0 0 ] 1 0 4 .2 3 [1 5 5 .0 9 ] 115.75 [172.21]

. .. . .. . .. . .. . .. . .. . .. STD ... XS ... . .. . .. XXS .. .

. .. . .. . .. 20 . .. 30 . .. 40 ... 60 80 10 0 12 0 14 0 16 0

6 30 [ 43 0 0] 6 8 0 [4 7 0 0 ] 7 3 0 [5 0 0 0 ] 84 0 [ 58 00 ] 9 3 0 [6 4 0 0 ] 1 0 3 0 [7 1 0 0 ] 1150 [7900] 1 2 2 0 [8 4 0 0 ] 1 4 7 0 [1 0 1 0 0 ] 1670 [11 500] 1 9 9 0 [1 3 7 0 0 ] 2 4 10 [ 16 6 00 ] 2 8 00 [ 19 3 00 ] 2 8 00 [ 19 3 00 ] 2 8 0 0 [1 9 3 0 0 ]

7 3 0 [5 0 0 0 ] 80 0 [ 55 00 ] 86 0 [ 59 00 ] 9 8 0 [6 8 0 0 ] 1 09 0 [ 75 0 0] 1 2 0 0 [8 3 0 0 ] 1 3 4 0 [9 2 0 0 ] 14 30 [ 99 0 0] 1710 [11 800] 1 95 0 [ 13 4 00 ] 2 32 0 [ 16 0 00 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 00 [ 19 3 0 0]

12

30 0

1 2 .7 5 0 [3 2 3 .8 ]

0 . 2 0 3 [5 .1 6 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 3 0 [8 . 3 8 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ]

2 7 .2 3 [4 0 .5 5 ] 2 9 .3 4 [4 3 . 6 3 ] 3 3 .4 1 [4 9 . 7 1 ] 3 7 .4 6 [5 5 . 7 5 ] 4 1 .4 8 [6 1 . 6 9 ] 4 3 .8 1 [6 5 . 1 8 ] 4 5 .6 2 [6 7 . 9 0 ] 4 9 .6 1 [7 3 . 7 8 ] 5 3 . 5 7 [ 7 9 .7 0 ]

. .. . .. . .. . .. . .. . .. . .. STD ...

. .. . .. 20 . .. . .. 30 . .. ... 40

5 70 [ 39 0 0] 6 2 0 [4 3 0 0 ] 71 0 [ 49 00 ] 7 9 0 [5 4 0 0 ] 8 8 0 [6 1 0 0 ] 93 0 [ 64 00 ] 9 7 0 [6 7 0 0 ] 1 0 6 0 [7 3 0 0 ] 1150 [7900]

6 7 0 [4 6 0 0 ] 72 0 [ 50 00 ] 8 2 0 [5 7 0 0 ] 93 0 [ 64 00 ] 1 03 0 [ 71 0 0] 1 09 0 [ 75 0 0] 1130 [7800] 1 2 4 0 [8 5 0 0 ] 1 3 4 0 [9 2 0 0 ]

13

A53/A53M − 12 TABLE X2.2   Continued  NPS DN Designator Designator

14

35 0

Specified Outside Diameter, in. [mm]

Specified Wall Thickness, in. [mm]

Nominal Weight (Mass) per Unit Length, Plain End, lb/ft [kg/m]

Wei eigh ghtt Cl Clas ass s

Sche Sc hedu dule le No No..

Tes estt Pr Pres essu sure re,,A psi [kPa]

Grade A

Grade B

0.438 [11.13] 0 .5 0 0 [1 2 .7 0 ] 0 .5 6 2 [1 4 .2 7 ] 0 .6 8 8 [1 7 .4 8 ] 0 .8 4 4 [2 1 .4 4 ] 1 .0 0 0 [2 5 .4 0 ] 1 .1 2 5 [2 8 .5 7 ] 1 .3 1 2 [3 3 .3 2 ]

5 7 . 6 5 [ 8 5 .8 2 ] 6 5 . 4 8 [ 9 7 .4 3 ] 7 3 . 2 2 [ 1 0 8 .9 2 ] 8 8 . 7 1 [ 1 3 2 .0 4 ] 1 0 7 .4 2 [1 5 9 .8 6 ] 1 2 5 .6 1 [1 8 6 .9 1 ] 1 3 9 .8 1 [2 0 8 .0 0 ] 1 6 0 .4 2 [2 3 8 .6 8 ]

... XS . .. . .. .. . XXS .. . .. .

... ... 60 80 10 0 12 0 14 0 16 0

1 2 4 0 [8 5 0 0 ] 1 4 1 0 [9 7 0 0 ] 1590 [11 000] 1 9 4 0 [1 3 4 0 0 ] 2 3 9 0 [1 6 5 0 0 ] 2 8 00 [ 19 3 00 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

1 4 4 0 [9 9 0 0 ] 1650 [11 400] 1 8 5 0 [1 2 8 0 0 ] 2 2 7 0 [1 5 7 0 0 ] 2 7 80 [ 19 2 0 0] 2 8 0 0 [1 9 3 0 0 ] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

1 4 .0 0 0 [3 5 5 .6 ]

0 . 2 1 0 [5 .3 3 ] 0 .2 1 9 [5 . 5 6 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0.438 [11.13] 0.469 [11.91] 0 .5 0 0 [1 2 .7 0 ] 0 .5 9 4 [1 5 .0 9 ] 0 .7 5 0 [1 9 .0 5 ] 0 .9 3 8 [2 3 .8 3 ] 1 .0 9 4 [2 7 .7 9 ] 1 .2 5 0 [3 1 .7 5 ] 1 .4 0 6 [3 5 .7 1 ] 2 .0 0 0 [5 0 .8 0 ] 2 .1 2 5 [5 3 .9 7 ] 2 .2 0 0 [5 5 .8 8 ] 2 .5 0 0 [6 3 .5 0 ]

3 0 .9 6 [4 6 .0 4 ] 3 2 .2 6 [4 7 . 9 9 ] 3 6 .7 5 [5 4 . 6 9 ] 4 1 .2 1 [6 1 . 3 5 ] 4 5 .6 5 [6 7 . 9 0 ] 5 0 .2 2 [7 4 . 7 6 ] 5 4 .6 2 [8 1 . 2 5 ] 6 3 . 5 0 [ 9 4 .5 5 ] 6 7 . 8 4 [ 1 0 0 .9 4 ] 7 2 . 1 6 [ 1 0 7 .3 9 ] 8 5 . 1 3 [ 1 2 6 .7 1 ] 1 0 6 .2 3 [1 5 8 .1 0 ] 1 3 0 .9 8 [1 9 4 .9 6 ] 1 5 0 .9 3 [2 2 4 .6 5 ] 1 7 0 .3 7 [2 5 3 .5 6 ] 1 8 9 .2 9 [2 8 1 .7 0 ] 2 5 6 .5 6 [3 8 1 .8 3 ] 2 6 9 .7 6 [4 0 1 .4 4 ] 2 7 7 .5 1 [4 1 3 .0 1 ] 3 0 7 .3 4 [4 5 7 .4 0 ]

. .. . .. . .. . .. . .. . .. STD ... . .. XS . .. .. . .. . .. . .. . .. . .. . .. . .. . .. .

. .. . .. 10 . .. 20 . .. 30 40 . .. . .. 60 80 10 0 12 0 14 0 16 0 .. . .. . .. . .. .

5 40 [ 37 0 0] 5 6 0 [3 9 0 0 ] 64 0 [ 44 00 ] 7 2 0 [5 0 0 0 ] 80 0 [ 55 00 ] 8 8 0 [6 1 0 0 ] 9 6 0 [6 6 0 0 ] 1130 [7800] 1 2 1 0 [8 3 0 0 ] 1 2 9 0 [8 9 0 0 ] 1 5 3 0 [1 0 5 0 0 ] 1 9 30 [ 13 3 00 ] 2 4 1 0 [1 6 6 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

6 3 0 [4 3 0 0 ] 66 0 [ 45 00 ] 7 5 0 [5 2 0 0 ] 84 0 [ 58 00 ] 9 4 0 [6 5 0 0 ] 1 03 0 [ 71 0 0] 1120 [7700] 1 3 1 0 [9 0 0 0 ] 1 4 1 0 [9 7 0 0 ] 1 5 0 0 [1 0 3 0 0 ] 1 7 9 0 [1 2 3 0 0 ] 2 2 5 0 [1 5 5 0 0 ] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

16

4 00 40

1 6 .0 0 0 [4 0 6 .4 ]

0 . 2 1 9 [5 .5 6 ] 0 .2 5 0 [6 . 3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0.438 [11.13] 0.469 [11.91] 0 .5 0 0 [1 2 .7 0 ] 0 .6 5 6 [1 6 .6 6 ] 0 .8 4 4 [2 1 .4 4 ] 1 .0 3 1 [2 6 .1 9 ] 1 .2 1 9 [3 0 .9 6 ] 1 .4 3 8 [3 6 .5 3 ] 1 .5 9 4 [4 0 .4 9 ]

3 6 .9 5 [5 4 .9 6 ] 4 2 .0 9 [6 2 . 6 4 ] 4 7 .2 2 [7 0 . 3 0 ] 5 2 .3 2 [7 7 . 8 3 ] 5 7 .5 7 [8 5 . 7 1 ] 6 2 .6 4 [9 3 . 1 7 ] 7 2 . 8 6 [ 1 0 8 .4 9 ] 77.87 [115.86] 8 2 . 8 5 [ 1 2 3 .3 0 ] 1 0 7 .6 0 [1 6 0 .1 2 ] 1 3 6 .7 4 [2 0 3 .5 3 ] 1 6 4 .9 8 [2 4 5 .5 6 ] 1 9 2 .6 1 [2 8 6 .6 4 ] 2 2 3 .8 5 [3 3 3 .1 9 ] 2 4 5 .4 8 [3 6 5 .3 5 ]

. .. . .. . .. . .. . .. STD . .. . .. XS .. . .. . .. . .. . .. . .. .

. .. 10 . .. 20 . .. 30 . .. . .. 40 60 80 10 0 12 0 14 0 16 0

4 90 [ 34 0 0] 56 0 [ 39 00 ] 6 3 0 [4 3 0 0 ] 70 0 [ 48 00 ] 7 7 0 [5 3 0 0 ] 8 4 0 [5 8 0 0 ] 9 9 0 [6 8 0 0 ] 1 0 6 0 [7 3 0 0 ] 1120 [7700] 1 4 80 [ 10 2 00 ] 1 9 00 [ 13 1 00 ] 2 3 2 0 [1 6 0 0 0 ] 2 7 4 0 [1 8 9 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

5 7 0 [3 9 0 0 ] 6 6 0 [4 5 0 0 ] 74 0 [ 51 00 ] 8 2 0 [5 7 0 0 ] 90 0 [ 62 00 ] 9 8 0 [6 8 0 0 ] 1150 [7900] 1 2 3 0 [8 5 0 0 ] 1 3 1 0 [ 90 00 ] 1720 [11 900] 2 2 2 0 [1 5 3 0 0 ] 2 7 10 [ 18 7 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

18

450 45

1 8 .0 0 0 [4 5 7 ]

0 .2 5 0 [6 .3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ] 0.438 [11.13] 0.469 [11.91] 0 .5 0 0 [1 2 .7 0 ] 0 .5 6 2 [1 4 .2 7 ] 0 .7 5 0 [1 9 .0 5 ] 0 .9 3 8 [2 3 .8 3 ] 1 .1 5 6 [2 9 .3 6 ] 1 .3 7 5 [3 4 .9 2 ] 1 .5 6 2 [3 9 .6 7 ] 1 .7 8 1 [4 5 .2 4 ]

4 7 . 4 4 [ 7 0 .6 0 ] 5 3 .2 3 [7 9 . 2 4 ] 5 8 .9 9 [8 7 . 7 5 ] 6 4 .9 3 [9 6 . 6 6 ] 7 0 .6 5 [1 0 5 .1 0 ] 76.36 [113.62] 8 2 . 2 3 [ 1 2 2 .4 3 ] 8 7 . 8 9 [ 1 3 0 .7 8 ] 9 3 . 5 4 [ 1 3 9 .2 0 ] 1 0 4 .7 6 [1 5 5 .8 7 ] 1 3 8 .3 0 [2 0 5 .8 3 ] 1 7 1 .0 8 [2 5 4 .6 7 ] 2 0 8 .1 5 [3 0 9 .7 6 ] 2 4 4 .3 7 [3 6 3 .6 4 ] 2 7 4 .4 8 [4 0 8 .4 5 ] 3 0 8 .7 9 [4 5 9 .5 9 ]

... . .. . .. . .. STD . .. . .. . .. XS .. . .. . .. . .. . .. . .. . .. .

10 . .. 20 . .. . .. . .. 30 . .. . .. 40 60 80 10 0 12 0 14 0 16 0

5 0 0 [3 4 0 0 ] 5 6 0 [3 9 0 0 ] 62 0 [ 43 00 ] 6 9 0 [4 8 0 0 ] 7 5 0 [5 2 0 0 ] 8 1 0 [5 6 0 0 ] 8 8 0 [ 61 0 0] 9 4 0 [6 5 0 0 ] 1 0 0 0 [6 9 0 0 ] 1120 [7700] 1 5 00 [ 10 3 00 ] 1 8 80 [ 13 0 00 ] 2 3 1 0 [1 5 9 0 0 ] 2 7 5 0 [1 9 0 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

5 8 0 [4 0 0 0 ] 66 0 [ 45 00 ] 7 3 0 [5 0 0 0 ] 80 0 [ 55 00 ] 8 8 0 [6 1 0 0 ] 9 5 0 [6 5 0 0 ] 1 0 2 0 [7 0 0 0 ] 1 0 9 0 [7 5 0 0 ] 1170 [8100] 13 1 0 [ 90 0 0] 1 7 5 0 [1 2 1 0 0 ] 2 1 9 0 [1 5 1 0 0 ] 2 7 00 [ 18 6 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

20

500 50

2 0 .0 0 0 [5 0 8 ]

0 .2 5 0 [6 .3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ] 0.438 [11.13] 0.469 [11.91]

5 2 . 7 8 [ 7 8 .5 5 ] 5 9 .2 3 [8 8 . 1 9 ] 6 5 .6 6 [9 7 . 6 7 ] 7 2 .2 8 [1 0 7 .6 0 ] 78.67 [117.02] 8 4 . 0 4 [ 1 2 6 .5 3 ] 9 1 . 5 9 [ 1 3 6 .3 7 ] 9 7 . 9 2 [ 1 4 5 .7 0 ]

... . .. . .. ... STD . .. . .. . ..

10 . .. . .. ... 20 . .. . .. . ..

4 5 0 [3 1 0 0 ] 5 1 0 [3 5 0 0 ] 5 6 0 [3 9 0 0 ] 6 2 0 [4 3 0 0 ] 6 80 [ 47 0 0] 7 3 0 [5 0 0 0 ] 7 9 0 [5 4 0 0 ] 8 5 0 [5 9 0 0 ]

5 2 0 [3 6 0 0 ] 59 0 [ 41 00 ] 66 0 [ 45 00 ] 7 2 0 [5 0 0 0 ] 7 9 0 [5 4 0 0 ] 8 5 0 [5 9 0 0 ] 9 2 0 [6 3 0 0 ] 9 5 0 [6 5 0 0 ]

14

A53/A53M − 12 TABLE X2.2   Continued  NPS DN Designator Designator

Specified Outside Diameter, in. [mm]

Specified Wall Thickness, in. [mm]

Nominal Weight (Mass) per Unit Length, Plain End, lb/ft [kg/m]

Wei eigh ghtt Cl Clas ass s

Sche Sc hedu dule le No No..

Tes estt Pr Pres essu sure re,,A psi [kPa]

Grade A

Grade B

0 .5 0 0 [1 2 .7 0 ] 0 .5 9 4 [1 5 .0 9 ] 0 .8 1 2 [2 0 .6 2 ] 1 .0 3 1 [2 6 .1 9 ] 1 .2 8 1 [3 2 .5 4 ] 1 .5 0 0 [3 8 .1 0 ] 1 .7 5 0 [4 4 .4 5 ] 1 .9 6 9 [5 0 .0 1 ]

1 0 4 .2 3 [1 5 5 .1 2 ] 1 2 3 .2 3 [1 8 3 .4 2 ] 1 6 6 .5 6 [2 4 7 .8 3 ] 209.06 [311.17] 2 5 6 .3 4 [3 8 1 .5 3 ] 2 9 6 .6 5 [4 4 1 .4 9 ] 341.41 [508.11] 3 7 9 .5 3 [5 6 4 .8 1 ]

XS .. . .. . .. . .. . .. . .. . .. .

30 40 60 80 10 0 12 0 14 0 16 0

9 0 0 [6 2 0 0 ] 1170 [8100] 1 4 60 [ 10 1 00 ] 1 8 60 [ 12 8 00 ] 2 3 1 0 [1 5 9 0 0 ] 2 7 0 0 [1 8 6 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

1 0 5 0 [ 72 00 ] 12 5 0 [ 86 0 0] 1710 [11 800] 2 1 7 0 [1 5 0 0 0 ] 2 6 90 [ 18 5 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

24

600 60

2 4 .0 0 0 [6 1 0 ]

0 .2 5 0 [6 .3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ] 0.438 [11.13] 0.469 [11.91] 0 .5 0 0 [1 2 .7 0 ] 0 .5 6 2 [1 4 .2 7 ] 0 .6 8 8 [1 7 .4 8 ] 0 .9 3 8 [2 3 .8 3 ] 0 .9 6 9 [2 4 .6 1 ] 1 .2 1 9 [3 0 .9 6 ] 1 .5 3 1 [3 8 .8 9 ] 1 .8 1 2 [4 6 .0 2 ] 2 .0 6 2 [5 2 .3 7 ] 2 .3 4 4 [5 9 .5 4 ]

6 3 . 4 7 [ 9 4 .4 6 ] 7 1 .2 5 [1 0 6 .0 8 ] 79.01 [117.51] 8 6 .9 9 [1 2 9 .5 0 ] 9 4 .7 1 [1 4 0 .8 8 ] 1 0 2 .4 0 [1 5 2 .3 7 ] 110.32 [164.26] 117.98 [175.54] 1 2 5 .6 1 [1 8 6 .9 4 ] 1 4 0 .8 1 [2 0 9 .5 0 ] 1 7 1 .4 5 [2 5 5 .2 4 ] 2 3 1 .2 5 [3 4 4 .2 3 ] 2 3 8 .5 7 [3 5 5 .0 2 ] 2 9 6 .8 6 [4 4 1 .7 8 ] 3 6 7 .7 4 [5 4 7 .3 3 ] 4 2 9 .7 9 [6 3 9 .5 8 ] 4 8 3 .5 7 [7 1 9 .6 3 ] 5 4 2 .6 4 [8 0 7 .6 3 ]

... ... ... ... STD .. . .. . .. . XS .. . .. . .. . .. . .. . .. . .. . .. . .. .

10 ... ... ... 20 .. . .. . .. . .. . 30 40 .. . 60 80 10 0 12 0 14 0 16 0

3 8 0 [2 6 0 0 ] 4 2 0 [2 9 0 0 ] 4 7 0 [3 2 0 0 ] 5 2 0 [3 6 0 0 ] 5 60 [ 39 0 0] 6 10 [ 42 0 0] 6 60 [ 45 0 0] 7 00 [ 48 0 0] 75 0 [ 52 0 0] 8 4 0 [5 8 0 0 ] 10 30 [ 71 0 0] 1 4 10 [ 97 0 0] 1 4 50 [ 10 0 00 ] 1 8 30 [ 12 6 00 ] 2 3 0 0 [1 5 9 0 0 ] 2 7 2 0 [1 8 8 0 0 ] 2 8 0 0 [1 9 3 0 0 ] 2 8 0 0 [1 9 3 0 0 ]

4 4 0 [3 0 0 0 ] 4 9 0 [3 4 0 0 ] 5 5 0 [3 8 0 0 ] 6 0 0 [4 1 0 0 ] 6 6 0 [4 5 0 0 ] 7 10 [ 49 00 ] 7 7 0 [ 53 00 ] 8 2 0 [ 57 00 ] 8 8 0 [6 1 0 0 ] 9 8 0 [ 68 0 0] 12 0 0 [ 83 0 0] 1640 [11 300] 1700 [11 700] 2 1 3 0 [1 4 7 0 0 ] 2 6 80 [ 18 5 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0] 2 8 00 [ 19 3 0 0]

26

650 65

2 6 .0 0 0 [6 6 0 ]

0 .2 5 0 [6 .3 5 ] 0 .2 8 1 [7 . 1 4 ] 0 .3 1 2 [7 . 9 2 ] 0 .3 4 4 [8 . 7 4 ] 0 .3 7 5 [9 . 5 2 ] 0 .4 0 6 [1 0 .3 1 ] 0.438 [11.13] 0.469 [11.91] 0 .5 0 0 [1 2 .7 0 ] 0 .5 6 2 [1 4 .2 7 ]

6 8 . 8 2 [ 1 0 2 .4 2 ] 77.26 [115.02] 8 5 .6 8 [1 2 7 .4 3 ] 9 4 .3 5 [1 4 0 .4 5 ] 1 0 2 . 7 2 [ 1 5 2 .8 0 ] 111.08 [165.28] 119.69 [178.20] 1 2 8 .0 0 [1 9 0 .4 6 ] 1 3 6 .3 0 [2 0 2 .8 5 ] 1 5 2 .8 3 [2 2 7 .3 7 ]

. .. ... ... ... STD .. . .. . .. . XS .. .

... ... 10 ... .. . .. . .. . .. . 20 .. .

3 5 0 [2 4 0 0 ] 3 9 0 [2 7 0 0 ] 4 3 0 [3 0 0 0 ] 4 8 0 [3 3 0 0 ] 52 0 [ 36 0 0] 5 60 [ 39 0 0] 6 10 [ 42 0 0] 6 50 [ 45 0 0] 6 9 0 [4 8 0 0 ] 7 80 [ 54 0 0]

4 0 0 [2 8 0 0 ] 4 5 0 [3 1 0 0 ] 5 0 0 [3 4 0 0 ] 5 6 0 [3 9 0 0 ] 6 1 0 [4 2 0 0 ] 6 6 0 [ 45 00 ] 7 1 0 [ 49 00 ] 7 6 0 [ 52 00 ] 8 1 0 [ 56 0 0] 9 10 [ 63 00 ]

A

The minimum test pressure for outside diameters and wall thicknesses not listed shall be computed by the formula given below. The computed test pressure shall be used in all cases, except as follows: (1) For specified wall thicknesses thicknesses greater than the heaviest specified specified wall thickn thickness ess listed in this table for the applicable applicable specified outside diameter, diameter, the test pressure shall be the highest value listed for the applicable specified outside diameter and grade. (2 ) For pip pipe e sma smalle llerr tha than n NPS 2 [DN 50] wit with h a spe specifi cified ed wal walll thi thickn ckness ess les less s tha than n the lig lighte htest st spe specifi cified ed wal walll thi thickn ckness ess lis listed ted in thi this s tab table le forthe app applic licabl able e spe specifi cified ed out outsid side e diameter diamet er and grade. (3 ) For all sizes of Grade A and B pipe smalle smallerr than NPS 2 [DN 50], the test pressures pressures were assign assigned ed arbitrarily. arbitrarily. Test Test pressures for intermediate intermediate specified outside outside diameters need not exceed those given in this table for the next larger listed size. P 5 2 St  / D  D 

where: P  S  t  D 

= = = =

minimum hydrostat minimum hydrostatic ic test test pressure pressure,, psi [kPa], 0.60 times times the specifi specified ed minimum minimum yield yield strength, strength, psi psi [kPa], [kPa], specified specifi ed wall thickn thickness, ess, in. [mm], and specified specifi ed outside outside diamet diameter, er, in. [mm].

15

A53/A53M − 12 TABLE X2.3 Dimen Dimensions, sions, Weights Weights (Masses) per Unit Lengt Length, h, and Test Pressures for Thread Threaded ed and Coupl Coupled ed Pipe NPS Designator

DN Designator

Specified Outside Diameter, in. [mm]

Specified Wall Thickness, in. [mm]

Nominal Weight (Mass) per Unit Length, Threaded and Coupled, lb/ft [kg/m]

Weight Class

Schedule No.

Test Pressure, psi [kPa]

Grade A

Grade B

 ⁄ 8

6

0 .4 0 5 [1 0 .3 ]

0.068 [1.73] 0.095 [2.41]

0.25 [0.37] 0.32 [0.46]

STD XS

40 80

700 [4800] 850 [5900]

700 [4800] 850 [5900]

 ⁄ 4

8

0 .5 4 0 [1 3 .7 ]

0.088 [2.24] 0.119 [3.02]

0.43 [0.63] 0.54 [0.80]

STD XS

40 80

700 [4800] 850 [5900]

700 [4800] 850 [5900]

 ⁄ 8

10

0 .6 7 5 [ 1 7 .1 ]

0.091 [2.31] 0.126 [3.20]

0.57 [0.84] 0.74 [1.10]

STD XS

40 80

700 [4800] 850 [5900]

700 [4800] 850 [5900]

 ⁄ 2

15

0 .8 4 0 [ 2 1 .3 ]

0.109 [2.77] 0.147 [3.73] 0.294 [7.47]

0.86 [1.27] 1.09 [1.62] 1.72 [2.54]

STD XS XXS

40 80 ...

700 [4800] 850 [5900] 1000 [6900]

700 [4800] 850 [5900] 1000 [6900]

 ⁄ 4

20

1 .0 5 0 [ 2 6 .7 ]

0.113 [2.87] 0.154 [3.91] 0.308 [7.82]

1.14 [1.69] 1.48 [2.21] 2.45 [3.64]

STD XS XXS

40 80 ...

700 [4800] 850 [5900] 1000 [6900]

700 [4800] 850 [5900] 1000 [6900]

1

25

1 .3 1 5 [3 3 .4 ]

0.133 [3.38] 0.179 [4.55] 0.358 [9.09]

1.69 [2.50] 2.19 [3.25] 3.66 [5.45]

STD XS XXS

40 80 ...

700 [4800] 850 [5900] 1000 [6900]

700 [4800] 850 [5900] 1000 [6900]

11 ⁄ 4

32

1 .6 6 0 [ 4 2 .2 ]

0.140 [3.56] 0.191 [4.85] 0.382 [9.70]

2.28 [3.40] 3.03 [4.49] 5.23 [7.76]

STD XS XXS

40 80 ...

1000 [6900] 1500 [10 300] 1800 [12 400]

1100 [7600] 1600 [11 000] 1900 [13 100]

11 ⁄ 2

40

1 .9 0 0 [ 4 8 .3 ]

0.145 [3.68] 0.200 [5.08] 0.400 [10.16]

2.74 [4.04] 3.65 [5.39] 6.41 [9.56]

STD XS XXS

40 80 ...

1000 [6900] 1500 [10 300] 1800 [12 400]

1100 [7600] 1600 [11 000] 1900 [13 100]

2

50

2 .3 7 5 [6 0 .3 ]

0.154 [3.91] 0.218 [5.54] 0.436 [11.07]

3.68 [5.46] 5.08 [7.55] 9.06 [13.44]

STD XS XXS

40 80 ...

2300 [15 900] 2500 [17 200] 2500 [17 200]

2500 [17 200] 2500 [17 200] 2500 [17 200]

21 ⁄ 2

65

2 .8 7 5 [ 7 3 .0 ]

0.203 [5.16] 0.276 [7.01] 0.552 [14.02]

5.85 [8.67] 7.75 [11.52] 13.72 [20.39]

STD XS XXS

40 80 ...

2500 [17 200] 2500 [17 200] 2500 [17 200]

2500 [17 200] 2500 [17 200] 2500 [17 200]

3

80

3 .5 0 0 [8 8 .9 ]

0.216 [5.49] 0.300 [7.62] 0.600 [15.24]

7.68 [11.35] 10.35 [15.39] 18.60 [27.66]

STD XS XXS

40 80 ...

2200 [15 200] 2500 [17 200] 2500 [17 200]

2500 [17 200] 2500 [17 200] 2500 [17 200]

31 ⁄ 2

90

4 .0 0 0 [ 1 0 1 .6 ]

0.226 [5.74] 0.318 [8.08]

9.27 [13.71] 12.67 [18.82]

STD XS

40 80

2000 [13 800] 2800 [19 300]

2400 [16 500] 2800 [19 300]

4

1 00

4.500 [114.3]

0.237 [6.02] 0.337 [8.56] 0.674 [17.12]

10.92 [16.23] 15.20 [22.60] 27.62 [41.09]

STD XS XXS

40 80 ...

1900 [13 100] 2700 [18 600] 2800 [19 300]

2200 [15 200] 2800 [19 300] 2800 [19 300]

5

12 5

5 .5 6 3 [1 4 1 .3 ]

0.258 [6.55] 0.375 [9.52] 0.750 [19.05]

14.90 [22.07] 21.04 [31.42] 38.63 [57.53]

STD XS XXS

40 80 ...

1700 [11 700] 2400 [16 500] 2800 [19 300]

1900 [13 100] 2800 [19 300] 2800 [19 300]

6

15 0

6 .6 2 5 [1 6 8 .3 ]

0.280 [7.11] 0.432 [10.97] 0.864 [21.95]

19.34 [28.58] 28.88 [43.05] 53.19 [79.18]

STD XS XXS

40 80 ...

1500 [10 300] 2300 [15 900] 2800 [19 300]

1800 [12 400] 2700 [18 600] 2800 [19 300]

8

20 0

8 .6 2 5 [2 1 9 .1 ]

0.277 [7.04] 0.322 [8.18] 0.500 [12.70] 0.875 [22.22]

25.53 [38.07] 29.35 [43.73] 44.00 [65.41] 72.69 [107.94]

... STD XS XXS

30 40 80 ...

1200 [8300] 1300 [9000] 2100 [14 500] 2800 [19 300]

1300 [9000] 1600 [11 000] 2400 [16 500] 2800 [19 300]

10

25 0

1 0 .7 5 0 [ 2 7 3 . 0 ]

0.279 [7.09] 0.307 [7.80] 0.365 [9.27] 0.500 [12.70]

32.33 [48.80] 35.33 [53.27] 41.49 [63.36] 55.55 [83.17]

... ... STD XS

... 30 40 60

950 [6500] 1000 [6900] 1200 [8300] 1700 [11 700]

1100 [7600] 1200 [8300] 1400 [9700] 2000 [13 800]

12

300

1 2 .7 5 0 [ 3 2 3 . 8 ]

0.330 [8.38] 0.375 [9.52] 0.500 [12.70]

45.47 [67.72] 51.28 [76.21] 66.91 [99.4]

... STD XS

30 ... ...

950 [6500] 1100 [7600] 1400 [9700]

1100 [7600] 1200 [8300] 1600 [11 000]

1

1

3

1

3

16

A53/A53M − 12 TABLE X2.4 Ta Table ble of Minimu Minimum m Permiss Permissible ible Wall Thickn Thicknesses esses on Inspec Inspection tion for Pipe Specified Wall Thickn Thicknesses esses

NOTE 1—The following equation, upon which this table is based, shall be applied to calculate minimum permissible wall thickness from specified wall thickness: t s  × 0.875 =  t m where: t s  = specified wall thickness, in. [mm], and t m  = minimum permissible wall thickness, in. [mm]. The wall thickness is expressed to three [two] decimal places, the fourth [third] decimal place being carried forward or dropped in accordance with Practice E29 Practice  E29.. NOTE 2—This table is a master table covering wall thicknesses available in the purchase of different classifications of pipe, but it is not meant to imply that all of the walls listed therein are obtainable under this specification. Specified Wall Thickness (t  (t s ), in. [mm]

Minimum Permissible Wall Thickness on Inspection (t  (t m ), in. [mm]

Specified Wall Thickness (t  (t s ), in. [mm]

Minimum Permissible Wall Thickness on Inspection (t  (t m ), in. [mm]

Specified Wall Thickness (t  (t s ), in. [mm]

Minimum Permissible Wall Thickness on Inspection (t  (t m ), in. [mm]

0 .0 6 8 0 .0 8 8 0 .0 9 1 0 .0 9 5 0 .1 0 9

[1 . 7 3 ] [2 . 2 4 ] [2 . 3 1 ] [2 . 4 1 ] [2 . 7 7 ]

0 .0 6 0 0 .0 7 7 0 .0 8 0 0. 08 3 0 .0 9 5

[1 .5 2 ] [1 .9 6 ] [2 .0 3 ] [2.11] [2 .4 1 ]

0 .2 9 4 0 .3 0 0 0 .3 0 7 0 .3 0 8 0 .3 1 2

[ 7. 4 7] [ 7. 6 2] [ 7. 8 0] [ 7. 8 2] [ 7. 9 2]

0 .2 5 7 0 .2 6 2 0 .2 6 9 0 .2 7 0 0 .2 7 3

[6 . 5 3 ] [6 . 6 5 ] [6 . 8 3 ] [6 . 8 6 ] [6 . 9 3 ]

0. 75 0 0. 81 2 0. 84 4 0. 86 4 0. 87 5

[1 9 .0 5 ] [2 0 .6 2 ] [2 1 .4 4 ] [2 1 .9 4 ] [2 2 .2 2 ]

0 .6 5 6 0 .7 1 0 0 .7 3 9 0 .7 5 6 0 .7 6 6

[1 6 . 6 6 ] [1 8 . 0 3 ] [1 8 . 7 7 ] [1 9 . 2 0 ] [1 9 . 4 6 ]

0.113 0.119 0 .1 2 5 0 .1 2 6 0 .1 3 3

[2 .8 7 ] [3 .0 2 ] [3 . 1 8 ] [3 . 2 0 ] [3 . 3 8 ]

0 .0 9 9 0 .1 0 4 0 .1 0 9 0.110 0.116

[2 .5 1 ] [2 .6 4 ] [ 2 .7 7 ) [2 .7 9 ] [2 .9 5 ]

0 .3 1 8 0 .3 2 2 0 .3 3 0 0 .3 3 7 0 .3 4 3

[ 8. 08 ] [ 8. 18 ] [ 8. 3 8] [ 8. 5 6] [ 8. 7 1]

0 .2 7 8 0. 28 2 0 .2 8 9 0 .2 9 5 0 .3 0 0

[7 . 0 6 ] [7 .1 6 ) [7 . 3 4 ] [7 . 4 9 ] [7 . 6 2 ]

0. 90 6 0. 93 8 0. 96 8 1. 00 0 1. 03 1

[2 3 .0 1 ] [2 3 .8 2 ] [2 4 .5 9 ] [2 5 .4 0 ] [2 6 .1 9 ]

0 .7 9 3 0 .8 2 1 0 .8 4 7 0 .8 7 5 0 .9 0 2

[2 0 . 1 4 ] [2 0 . 8 5 ] [2 1 . 5 1 ] [2 2 . 2 2 ] [2 2 . 9 1 ]

0 .1 4 0 0 .1 4 5 0 .1 4 7 0 .1 5 4 0 .1 5 6

[3 . 5 6 ] [3 . 6 8 ] [3 . 7 3 ] [3 . 9 1 ] [3 . 9 6 ]

0 .1 2 2 0 .1 2 7 0 .1 2 9 0 .1 3 5 0 .1 3 6

[3 .1 0 ] [3 .2 3 ] [3 .2 8 ] [3 .4 3 ] [3 .4 5 ]

0 .3 4 4 0 .3 5 8 0 .3 6 5 0 .3 7 5 0 .3 8 2

[ 8. 7 4] [ 9. 0 9] [ 9. 2 7] [ 9. 5 2] [ 9. 7 0]

0 .3 0 1 0 .3 1 3 0 .3 1 9 0 .3 2 8 0 .3 3 4

[7 . 6 5 ] [7 . 9 5 ] [8 . 1 0 ] [8 . 3 3 ] [8 . 4 8 ]

1. 06 2 1. 09 4 1. 12 5 1. 15 6 1. 21 9

[2 6 .9 7 ] [2 7 .7 9 ] [2 8 .5 8 ] [2 9 .3 6 ] [3 0 .9 6 ]

0 .9 2 9 0 .9 5 7 0 .9 8 4 1 .0 1 2 1 .0 6 7

[2 6 . 3 0 ] [2 4 . 3 1 ] [2 4 . 9 9 ] [2 5 . 7 0 ] [2 7 . 0 8 ]

0 .1 7 9 0 .1 8 7 0 .1 8 8 0 .1 9 1 0 .2 0 0

[4 . 5 5 ] [4 . 7 5 ] [4 . 7 8 ] [4 . 8 5 ] [5 . 0 8 ]

0 .1 5 7 0 .1 6 4 0 .1 6 4 0 .1 6 7 0 .1 7 5

[3 .9 9 ] [4 .1 7 ] [4 .1 7 ] [4 .2 4 ] [4 .4 4 ]

0 . 4 0 0 [1 0 .1 6 ] 0 . 4 0 6 [1 0 .3 1 ] 0 . 4 3 2 [1 0 .9 7 ] 0.436 [11.07] 0.437 [11.10]

0 .3 5 0 0 .3 5 5 0 .3 7 8 0 .3 8 2 0 .3 8 2

[ 8. 89 ] [ 9. 02 ] [ 9. 60 ] [ 9. 70 ] [ 9. 70 ]

1 .2 5 0 1 .2 8 1 1 .3 1 2 1 .3 4 3 1 .3 7 5

[3 1 . 7 5 ] [3 2 . 5 4 ] [3 3 . 3 2 ] [34.11] [3 4 . 9 2 ]

1 .0 9 4 1 .1 2 1 1 .1 4 8 1 .1 7 5 1 .2 0 3

[ 2 7 .7 9 ] [ 2 8 .4 7 ] [ 2 9 .1 6 ] [ 2 9 .8 5 ] [ 3 0 .5 6 ]

0 .2 0 3 0 .2 1 6 0 .2 1 8 0 .2 1 9 0 .2 2 6

[5 . 1 6 ] [5 . 4 9 ] [5 . 5 4 ] [5 . 5 6 ] [5 . 7 4 ]

0 .1 7 8 0 .1 8 9 0 .1 9 1 0 .1 9 2 0 .1 9 8

[4 .5 2 ] [4 .8 0 ] [4 .8 5 ] [4 .8 8 ] [5 .0 3 ]

0.438 [11.13] 0 . 5 0 0 [1 2 .7 0 ] 0 . 5 3 1 [1 3 .4 9 ] 0 . 5 5 2 [1 4 .0 2 ] 0 . 5 6 2 [1 4 .2 7 ]

0 .3 8 3 [ 9 . 7 3 ] 0.438 [11.13] 0.465 [11.81] 0 . 4 8 3 [1 2 . 2 7 ] 0 . 4 9 2 [1 2 . 5 0 ]

1 .4 0 6 1 .4 3 8 1 .5 0 0 1 .5 3 1 1 .5 6 2

[3 5 . 7 1 ] [ 3 6 .5 3 ] [ 3 8 .1 0 ] [ 3 8 .8 9 ] [ 3 9 .6 7 ]

1 .2 3 0 1 .2 5 8 1 .3 1 2 1 .3 4 0 1 .3 6 7

[ 3 1 .2 4 ] [3 1 .9 5 ] [3 3 .3 2 ] [3 4 .0 4 ] [3 4 .7 2 ]

0 .2 3 7 0 .2 5 0 0 .2 5 8 0 .2 7 6 0 .2 7 7

[6 . 0 2 ] [6 . 3 5 ] [6 . 5 5 ] [7 . 0 1 ] [7 . 0 4 ]

0 .2 0 7 0 .2 1 9 0 .2 2 6 0 .2 4 2 0 .2 4 2

[5 .2 6 ] [5 .5 6 ] [5 .7 4 ] [6 .1 5 ] [6 .1 5 ]

0. 5 94 0. 6 00 0. 6 25 0. 6 56 0. 6 74

0. 52 0 0. 52 5 0. 54 7 0. 57 4 0. 59 0

1 .5 9 4 1 .7 5 0 1 .7 8 1 1 .8 1 2 1 .9 6 8

[ 4 0 .4 9 ] [ 4 4 .4 5 ] [ 4 5 .2 4 ] [ 4 6 .0 2 ] [ 4 9 .9 9 ]

1 .3 9 5 1 .5 3 1 1 .5 5 8 1 .5 8 6 1 .7 2 2

[3 5 .4 3 ] [3 8 .8 9 ] [3 9 .5 7 ] [4 0 .2 8 ] [4 3 .7 4 ]

0 . 2 7 9 [7 . 0 9 ] 0.280 [7.11] 0 . 2 8 1 [7 . 1 4 ]

0 .2 4 4 [6 .2 0 ] 0 .2 4 5 [6 .2 2 ] 0 .2 4 6 [6 .2 5 ]

[1 5 .0 9 ] [1 5 .2 4 ] [1 5 .8 8 ] [1 6 .6 6 ] [1 7 .1 2 ]

0 . 6 8 8 [1 7 .4 8 ] 0 . 7 1 9 [1 8 .2 6 ]

[1 3 . 2 1 ] [1 3 . 3 4 ] [1 3 . 8 9 ] [1 4 . 5 8 ] [1 4 . 9 9 ]

0 . 6 0 2 [1 5 . 2 9 ] 0 . 6 2 9 [1 5 . 9 8 ]

17

2 .0 6 2 [ 5 2 .3 7 ] 2 .3 4 4 [ 5 9 .5 4 ]

1 .8 0 4 [4 5 .8 2 ] 2 .0 5 1 [5 2 .1 0 ]

A53/A53M − 12 X3. BASIC THREADING DAT DATA

X3.1   Fig. X3.1 is X3.1  is to be used with  Table X3.1. X3.1.  Fig. X3.2 is to be used with Table with  Table X3.2. X3.2.

FIG. X3.1 Dimens Dimensions ions of Hand Tight Assembly Assembly for Use with  Table X3.1

TABLE X3.1 Basic Threading Data for Standard-Weight Pipe, NPS 6 [DN 150] or Smaller

NOTE  1—All dimensions in this table are nominal and subject to mill tolerances. NOTE  2—The taper of threads is 3 ⁄ 4 in. ⁄ft [62.5 mm/m] on the diameter. Pi pe NPS Designator

DN Designator

Threads Specified Outside Diameter, in. [mm] D

Number per End of Pipe to inch Hand Tight Plane, in. [mm]

Effective Length, in. [mm]

Coupling Total Pitch Diameter Length, in. [mm] at Hand Tight Plane, in. [mm] L4  E 1

Specified Outside Diameter, in. [mm] W

L1

L2 

 ⁄ 8

6

0 .4 0 5 [ 1 0 .3 ]

27

0 .1 6 1 5 [4 .1 0 2 1 ]

8

0 .5 4 0 [ 1 3 .7 ]

18

0 .2 2 7 8 [5 .7 8 6 1 ]

 ⁄ 8

10

0 .6 7 5 [1 7 .1 ]

18

0 . 2 4 0 [6 .0 9 6 ]

0.3924 [9.9670] 0.5946 [15.1028] 0.6006 [15.2552]

0.37360 [9.48944] 0.49163 [12.48740] 0.62701 [15.92605]

0.563 [14.3]

 ⁄ 4

0. 26 3 8 [6.7005] 0. 40 1 8 [10.2057] 0 .4 0 7 8 [10.3581]

 ⁄ 2

15

0 .8 4 0 [2 1 .3 ]

14

0 . 3 2 0 [8 .1 2 8 ]

 ⁄ 4

20

1 .0 5 0 [2 6 .7 ]

14

0.339 [8.611]

1

25

1 .3 1 5 [3 3 . 4 ]

111 ⁄ 2

0.40 0. 400 0 [1 [10. 0.16 160] 0]

0 .5 3 3 7 [13.5560] 0 .5 4 5 7 [13.8608] 0.68 0. 6828 28 [17.3431]

0.7815 [19.8501] 0.7935 [20.1549] 0.9845 [25.0063]

11 ⁄ 4

32

1 .6 6 0 [4 2 .2 ]

111 ⁄ 2

0.42 0. 420 0 [1 [10. 0.66 668] 8]

11 ⁄ 2

40

1 .9 0 0 [4 8 .3 ]

111 ⁄ 2

0.42 0. 420 0 [1 [10. 0.66 668] 8]

2

50

2 .3 7 5 [6 0 . 3 ]

111 ⁄ 2

0.43 0. 436 6 [1 [11. 1.07 074] 4]

0.70 0. 7068 68 [17.9527] 0.72 0. 7235 35 [18.3769] 0.75 0. 7565 65 [19.2151]

21 ⁄ 2

65

2 .8 7 5 [7 3 .0 ]

8

0 . 6 8 2 [1 7 . 3 2 3 ]

3

80

3 .5 0 0 [8 8 . 9 ]

8

0 .7 6 6 [1 9 .4 5 6 ]

31 ⁄ 2

90

4 .0 0 0 [ 1 0 1 . 6 ]

8

0 .8 2 1 [2 0 .8 5 3 ]

4

1 00

4.500 [114.3]

8

0 . 8 4 4 [2 1 .4 3 8 ]

5

1 25

5 .5 6 3 [1 4 1 . 3 ]

8

0 . 9 3 7 [2 3 .8 0 0 ]

6

1 50

6 .6 2 5 [1 6 8 . 3 ]

8

0 . 9 5 8 [2 4 .3 3 3 ]

1

1

3

1

3

Length, Hand Tight min., in. [mm] Stand-Off (Numberr of (Numbe Threads) N  L A  ⁄ 4 [19]

4

0 . 7 1 9 [1 8 .3 ]

11 ⁄ 8 [29]

51 ⁄ 2

0 . 8 7 5 [2 2 .2 ]

11 ⁄ 8 [29]

5

0.77843 [19.77212] 0.98887 [25.11730] 1.23863 [31.46120]

1 . 0 6 3 [2 7 .0 ]

11 ⁄ 2 [38]

5

1 . 3 1 3 [3 3 .4 ]

16 [40] 19 ⁄ 16

5

1.57 1. 576 6 [4 [40. 0.0] 0]

16 [49] 115 ⁄ 16

5

1.0085 [25.6159] 1.0252 [26.0401] 1.0582 [26.8783]

1.58338 [40.21785] 1.82234 [46.28744] 2.29627 [58.32526]

1 . 9 0 0 [4 8 .3 ]

2 [5 0 ]

5

2 . 2 0 0 [5 5 .9 ]

2 [5 0 ]

51 ⁄ 2

2 . 7 5 0 [6 9 .8 ]

16 [52] 21 ⁄ 16

51 ⁄ 2

1 .1 3 7 6 [28.8950] 1. 20 0 0 [30.4800] 1. 25 0 0 [31.7500]

1.5712 [39.9085] 1.6337 [41.4960] 1.6837 [42.7660]

2.76216 [70.15886] 3.38850 [86.06790] 3.88881 [98.77577]

3 . 2 5 0 [8 2 .5 ]

16 [78] 31 ⁄ 16

51 ⁄ 2

4.00 4. 000 0 [1 [101 01.6 .6]]

16 [81] 33 ⁄ 16

51 ⁄ 2

4.62 4. 625 5 [1 [117 17.5 .5]]

16 [84] 35 ⁄ 16

51 ⁄ 2

1 .3 0 0 0 [33.0200] 1 .4 0 6 3 [35.7200] 1 .5 1 2 5 [38.4175]

1.7337 [44.0360] 1.8400 [46.7360] 1.9462 [49.4335]

4.38713 [111.43310] 5.44929 [138.41200] 6.50597 [165.25164]

5.00 5. 000 0 [1 [127 27.0 .0]]

16 [87] 37 ⁄ 16

5

6.29 6. 296 6 [1 [159 59.9 .9]]

16 [94] 311 ⁄ 16

5

7.39 7. 390 0 [1 [187 87.7 .7]]

16 [100] 315 ⁄ 16

6

18

3

A53/A53M − 12

FIG. X3.2 Dimens Dimensions ions of Hand Tight Assembly Assembly for Use with  Table X3.2

19

A53/A53M − 12 X4. ELONGA ELONGATION TION VALUES VALUES

X4.1 Tabulat abulated ed in  Table X4.1 are X4.1  are the minimum elongation values in inch-pound units, calculated using the equation given in Table in  Table 2. 2. TABLE X4.1 Elongation Values Specified Wall Thickness, in. Tension Test Specimen

Area, A Area,  A,, in.2

Specified Minimum Tensile Strength, psi

 ⁄ 4-in. Specimen

1-in. Specimen

11 ⁄ 2-in. Specimen

0.994 and greater 0 . 9 8 0 – 0 .9 9 3 0 . 9 6 7 – 0 .9 7 9 0 . 9 5 4 – 0 .9 6 6 0 . 9 4 1 – 0 .9 5 3 0 . 9 2 7 – 0 .9 4 0 0 . 9 1 4 – 0 .9 2 6 0 . 9 0 0 – 0 .9 1 3 0 . 8 8 7 – 0 .8 9 9 0 . 8 7 4 – 0 .8 8 6 0 . 8 6 1 – 0 .8 7 3 0 . 8 4 7 – 0 .8 6 0 0 . 8 3 4 – 0 .8 4 6 0 . 8 2 0 – 0 .8 3 3 0 . 8 0 7 – 0 .8 1 9 0 . 7 9 4 – 0 .8 0 6 0 . 7 8 1 – 0 .7 9 3 0 . 7 6 7 – 0 .7 8 0 0 . 7 5 4 – 0 .7 6 6 0 . 7 4 0 – 0 .7 5 3 0 . 7 2 7 – 0 .7 3 9 0 . 7 1 4 – 0 .7 2 6 0 . 7 0 1 – 0 .7 1 3 0 . 6 8 7 – 0 .7 0 0 0 . 6 7 4 – 0 .6 8 6 0 . 6 6 0 – 0 .6 7 3 0 . 6 4 7 – 0 .6 5 9 0 . 6 3 4 – 0 .6 4 6 0 . 6 2 1 – 0 .6 3 3 0 . 6 0 7 – 0 .6 2 0 0 . 5 9 4 – 0 .6 0 6 0 . 5 8 0 – 0 .5 9 3 0 . 5 6 7 – 0 .5 7 9 0 . 5 5 4 – 0 .5 6 6 0 . 5 4 1 – 0 .5 5 3 0 . 5 2 7 – 0 .5 4 0 0 . 5 1 4 – 0 .5 2 6 0 . 5 0 0 – 0 .5 1 3 0 . 4 8 7 – 0 .4 9 9 0 . 4 7 4 – 0 .4 8 6 0 . 4 6 1 – 0 .4 7 3 0 . 4 4 7 – 0 .4 6 0 0 . 4 3 4 – 0 .4 4 6 0 . 4 2 0 – 0 .4 3 3 0 . 4 0 7 – 0 .4 1 9 0 . 3 9 4 – 0 .4 0 6 0 . 3 8 1 – 0 .3 9 3 0 . 3 6 7 – 0 .3 8 0 0 . 3 5 4 – 0 .3 6 6 0 . 3 4 0 – 0 .3 5 3 0 . 3 2 7 – 0 .3 3 9 0 . 3 1 4 – 0 .3 2 6 0 . 3 0 1 – 0 .3 1 3 0 . 2 8 7 – 0 .3 0 0 0 . 2 7 4 – 0 .2 8 6 0 . 2 6 0 – 0 .2 7 3 0 . 2 4 7 – 0 .2 5 9 0 . 2 3 4 – 0 .2 4 6 0 . 2 2 1 – 0 .2 3 3 0 . 2 0 7 – 0 .2 2 0 0 . 1 9 4 – 0 .2 0 6

0.746 and greater 0 .7 3 5 – 0 . 7 4 5 0 .7 2 6 – 0 . 7 3 4 0 .7 1 5 – 0 . 7 2 5 0 .7 0 6 – 0 . 7 1 4 0 .6 9 5 – 0 . 7 0 5 0 .6 8 6 – 0 . 6 9 4 0 .6 7 5 – 0 . 6 8 5 0 .6 6 6 – 0 . 6 7 4 0 .6 5 5 – 0 . 6 6 5 0 .6 4 6 – 0 . 6 5 4 0 .6 3 5 – 0 . 6 4 5 0 .6 2 6 – 0 . 6 3 4 0 .6 1 5 – 0 . 6 2 5 0 .6 0 6 – 0 . 6 1 4 0 .5 9 5 – 0 . 6 0 5 0 .5 8 6 – 0 . 5 9 4 0 .5 7 5 – 0 . 5 8 5 0 .5 6 6 – 0 . 5 7 4 0 .5 5 5 – 0 . 5 6 5 0 .5 4 6 – 0 . 5 5 4 0 .5 3 5 – 0 . 5 4 5 0 .5 2 6 – 0 . 5 3 4 0 .5 1 5 – 0 . 5 2 5 0 .5 0 6 – 0 . 5 1 4 0 .4 9 5 – 0 . 5 0 5 0 .4 8 6 – 0 . 4 9 4 0 .4 7 5 – 0 . 4 8 5 0 .4 6 6 – 0 . 4 7 4 0 .4 5 5 – 0 . 4 6 5 0 .4 4 6 – 0 . 4 5 4 0 .4 3 5 – 0 . 4 4 5 0 .4 2 6 – 0 . 4 3 4 0 .4 1 5 – 0 . 4 2 5 0 .4 0 6 – 0 . 4 1 4 0 .3 9 5 – 0 . 4 0 5 0 .3 8 6 – 0 . 3 9 4 0 .3 7 5 – 0 . 3 8 5 0 .3 6 6 – 0 . 3 7 4 0 .3 5 5 – 0 . 3 6 5 0 .3 4 6 – 0 . 3 5 4 0 .3 3 5 – 0 . 3 4 5 0 .3 2 6 – 0 . 3 3 4 0 .3 1 5 – 0 . 3 2 5 0 .3 0 6 – 0 . 3 1 4 0 .2 9 5 – 0 . 3 0 5 0 .2 8 6 – 0 . 2 9 4 0 .2 7 5 – 0 . 2 8 5 0 .2 6 6 – 0 . 2 7 4 0 .2 5 5 – 0 . 2 6 5 0 .2 4 6 – 0 . 2 5 4 0 .2 3 5 – 0 . 2 4 5 0 .2 2 6 – 0 . 2 3 4 0 .2 1 5 – 0 . 2 2 5 0 .2 6 0 – 0 . 2 1 4 0 .1 9 5 – 0 . 2 0 5 0 .1 8 6 – 0 . 1 9 4 0 .1 7 5 – 0 . 1 8 5 0 .1 6 6 – 0 . 1 7 4 0 .1 5 5 – 0 . 1 6 5 0 .1 4 6 – 0 . 1 5 4

0.497 and greater 0 .4 9 0 – 0 .4 9 6 0 .4 8 4 – 0 .4 8 9 0 .4 7 7 – 0 .4 8 3 0 .4 7 1 – 0 .4 7 6 0 .4 6 4 – 0 .4 7 0 0 .4 5 7 – 0 .4 6 3 0 .4 5 0 – 0 .4 5 6 0 .4 4 4 – 0 .4 4 9 0 .4 3 7 – 0 .4 4 3 0 .4 3 1 – 0 .4 3 6 0 .4 2 4 – 0 .4 3 0 0 .4 1 7 – 0 .4 2 3 0 .4 1 0 – 0 .4 1 6 0 .4 0 4 – 0 .4 0 9 0 .3 9 7 – 0 .4 0 3 0 .3 9 1 – 0 .3 9 6 0 .3 8 4 – 0 .3 9 0 0 .3 7 7 – 0 .3 8 3 0 .3 7 0 – 0 .3 7 6 0 .3 6 4 – 0 .3 6 9 0 .3 5 7 – 0 .3 6 3 0 .3 5 1 – 0 .3 5 6 0 .3 4 4 – 0 .3 5 0 0 .3 3 7 – 0 .3 4 3 0 .3 3 0 – 0 .3 3 6 0 .3 2 4 – 0 .3 2 9 0 .3 1 7 – 0 .3 2 3 0.311–0.316 0 .3 0 4 – 0 .3 1 0 0 .2 9 7 – 0 .3 0 3 0 .2 9 0 – 0 .2 9 6 0 .2 8 4 – 0 .2 8 9 0 .2 7 7 – 0 .2 8 3 0 .2 7 1 – 0 .2 7 6 0 .2 6 4 – 0 .2 7 0 0 .2 5 7 – 0 .2 6 3 0 .2 5 0 – 0 .2 5 6 0 .2 4 4 – 0 .2 4 9 0 .2 3 7 – 0 .2 4 3 0 .2 3 1 – 0 .2 3 6 0 .2 2 4 – 0 .2 3 0 0 .2 1 7 – 0 .2 2 3 0 .2 1 0 – 0 .2 1 6 0 .2 0 4 – 0 .2 0 9 0 .1 9 7 – 0 .2 0 3 0 .1 9 1 – 0 .1 9 6 0 .1 8 4 – 0 .1 9 0 0 .1 7 7 – 0 .1 8 3 0 .1 7 0 – 0 .1 7 6 0 .1 6 4 – 0 .1 6 9 0 .1 5 7 – 0 .1 6 3 0 .1 5 1 – 0 .1 5 6 0 .1 4 4 – 0 .1 5 0 0 .1 3 7 – 0 .1 4 3 0 .1 3 0 – 0 .1 3 6 0 .1 2 4 – 0 .1 2 9 0.117–0.123 0.111–0.116 0.104–0.110 0 .0 9 7 – 0 .1 0 3

3

0.75 and greater 0 . 74 0 . 73 0 . 72 0 . 71 0 . 70 0 . 69 0 . 68 0 . 67 0 . 66 0 . 65 0 . 64 0 . 63 0 . 62 0 . 61 0 . 60 0 . 59 0 . 58 0 . 57 0 . 56 0 . 55 0 . 54 0 . 53 0 . 52 0 . 51 0 . 50 0 . 49 0 . 48 0 . 47 0 . 46 0 . 45 0 . 44 0 . 43 0 . 42 0 . 41 0 . 40 0 . 39 0 . 38 0 . 37 0 . 36 0 . 35 0 . 34 0 . 33 0 . 32 0 . 31 0 . 30 0 . 29 0 . 28 0 . 27 0 . 26 0 . 25 0 . 24 0 . 23 0 . 22 0 . 21 0 . 20 0 . 19 0 . 18 0 . 17 0 . 16 0 . 15

E l o n g a ti o n i n 2 i n ., m i n , %

21

48 0 00

6 0 0 00

36

30

36 36 36 36 36 36 35 35 35 35 35 35 35 35 35 34 34 34 34 34 34 34 34 33 33 33 33 33 33 33 32 32 32 32 32 32 32 31 31 31 31 31 30 30 30 30 30 29 29 29 29 29 28 28 28 27 27 27 27 26

29 29 29 29 29 29 29 29 29 29 29 29 28 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 26 25 25 25 25 25 25 24 24 24 24 24 24 23 23 23 23 22 22 22 22 21

A53/A53M − 12 TABLE X4.1   Continued  Specified Wall Thickness, in. Tension Test Specimen

Area, A Area,  A,, in.2

Specified Minimum Tensile Strength, psi

 ⁄ 4-in. Specimen

1-in. Specimen

1  ⁄ 2-in. Specimen

0 . 1 8 0 – 0 .1 9 3 0 . 1 6 7 – 0 .1 7 9 0 . 1 5 4 – 0 .1 6 6 0 . 1 4 1 – 0 .1 5 3 0 . 1 2 7 – 0 .1 4 0 0.114–0.126 0.100–0.113 0 . 0 8 7 – 0 .0 9 9 0 . 0 7 4 – 0 .0 8 6 0 . 0 6 1 – 0 .0 7 3 0 . 0 4 7 – 0 .0 6 0 0 . 0 3 4 – 0 .0 4 6 0 . 0 2 0 – 0 .0 3 3 0 .0 1 9 a n d l es s

0 .1 3 5 – 0 . 1 4 5 0 .1 2 6 – 0 . 1 3 4 0.115–0.125 0.106–0.114 0 .0 9 5 – 0 . 1 0 5 0 .0 8 6 – 0 . 0 9 4 0 .0 7 5 – 0 . 0 8 5 0 .0 6 6 – 0 . 0 7 4 0 .0 5 5 – 0 . 0 6 5 0 .0 4 6 – 0 . 0 5 4 0 .0 3 5 – 0 . 0 4 5 0 .0 2 6 – 0 . 0 3 4 0 .0 1 5 – 0 . 0 2 5 0 .0 1 4 a n d l es s

0 .0 9 1 – 0 .0 9 6 0 .0 8 4 – 0 .0 9 0 0 .0 7 7 – 0 .0 8 3 0 .0 7 1 – 0 .0 7 6 0 .0 6 4 – 0 .0 7 0 0 .0 5 7 – 0 .0 6 3 0 .0 5 0 – 0 .0 5 6 0 .0 4 4 – 0 .0 4 9 0 .0 3 7 – 0 .0 4 3 0 .0 3 1 – 0 .0 3 6 0 .0 2 4 – 0 .0 3 0 0 .0 1 7 – 0 .0 2 3 0 .0 1 0 – 0 .0 1 6 0 .0 0 9 a n d l es s

3

0 . 14 0 . 13 0 . 12 0.11 0 . 10 0 . 09 0 . 08 0 . 07 0 . 06 0 . 05 0 . 04 0 . 03 0 . 02 0 . 01 a n d l es s

E l o n g a ti o n i n 2 i n ., m i n , % 1

48 0 00

6 0 0 00

26 25 25 25 24 24 23 22 22 21 20 19 17 15

21 21 20 20 20 19 19 18 18 17 16 16 14 12

X4.2 Tabulat abulated ed in  Table X4.2 are X4.2  are the minimum elongation values in SI units, calculated using the equation given in  Table 2. TABLE X4.2 Elongation Values

Area, A Area,  A,, mm2

500 and greater 480-499 460-479 440-459 420-439 400-419 380-399 360-379 340-359 320-339 300-319 280-299 260-279 240-259 220-239 200-219 190-199 180-189 170-179 160-169 150-159 140-149 130-139 120-129 110-119 100-109 90-99 80-89 70-79 60-69 50-59 40-49 30-39

Specified Wall Thickness, mm

E l o n g a ti o n i n 5 0 m m , m i n , %

Tension Test Specimen

Specified Minimum Tensile Strength, MPa

19-mm Specimen

25-mm Specimen

38-mm Specimen

26.3 and greater 25.3-26.2 24.2-25.2 23.2-24.1 22.1-23.1 21.1-22.0 20.0-21.0 19.0-19.9 17.9-18.9 16.9-17.8 15.8-16.8 14.8-15.7 13.7-14.7 12.7-13.6 11.6-12.6 10.5-11.5 10.0-10.4 9.5-9.9 9.0-9.4 8.4-8.9 7.9-8.3 7.4-7.8 6.9-7.3 6.3-6.8 5.8-6.2 5.3-5.7 4.8-5.2 4.2-4.7 3.7-4.1 3.2-3.6 2.7-3.1 2.1-2.6 1.6-2.0

20.0 and greater 19.2-19.9 18.4-19.1 17.6-18.3 16.8-17.5 16.0-16.7 15.2-15.9 14.4-15.0 13.6-14.3 12.8-13.5 12.0-12.7 11.2-11.9 10.4-11.1 9.6-10.3 8.8-9.5 8.0-8.7 7.6-7.9 7.2-7.5 6.8-7.1 6.4-6.7 6.0-6.3 5.6-5.9 5.2-5.5 4.8-5.1 4.4-4.7 4.0-4.3 3.6-3.9 3.2-3.5 2.8-3.1 2.4-2.7 2.0-2.3 1.6-1.9 .. .

13.2 and greater 12.7-13.1 12.1-12.6 11.6-12.0 11.1-11.5 10.6-11.0 10.0-10.5 9.5-9.9 9.0-9.4 8.5-8.9 7.9-8.4 7.4-7.8 6.9-7.3 6.4-6.8 5.8-6.3 5.3-5.7 5.0-5.2 4.8-4.9 4.5-4.7 4.2-4.4 4.0-4.1 3.7-3.9 3.5-3.6 3.2-3.4 2.9-3.1 2.7-2.8 2.4-2.6 2.1-2.3 1.9-2.0 1.6-1.8 .. . .. . .. .

22

3 30

4 15

36

30

36 36 36 35 35 35 34 34 34 33 33 32 32 31 31 30 30 30 29 29 29 28 28 27 27 26 26 25 24 24 23 22

30 29 29 29 29 28 28 28 27 27 27 26 26 26 25 25 24 24 24 24 23 23 23 22 22 21 21 21 20 19 19 18

A53/A53M − 12 SUMMARY OF CHANGES Committ Com mittee ee A01 has ide identi ntified fied the loca locatio tion n of sele selected cted changes changes to thi thiss spe specific cificatio ation n sin since ce the las lastt issu issue, e, A53/A53M–10, that may impact the use of this specification. (Approved March 1, 2012) (1) Added new footnotes B and C to  Table 1. 1. Committee Committ ee A01 has ide identi ntified fied the loca locatio tion n of sele selected cted changes changes to thi thiss spe specific cificatio ation n sin since ce the las lastt issu issue, e, A53/A53M–07, that may impact the use of this specification. (Approved October 1, 2010) (1) Revised Table Revised  Table 1 to 1  to decrease maximum copper content for Type E pipe from 0.50 to 0.40. ASTM International International takes no positi position on respecting the validi validity ty of any patent rights assert asserted ed in connec connection tion with any item mentio mentioned  ned  in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk  of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and  if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards  and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the  responsible respon sible technical technical committee, which you may attend. If you feel that your comments have not receiv received ed a fair hearing you should  make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above  address addr ess or at 610610-832832-9585 9585 (pho (phone), ne), 610610-832832-9555 9555 (fax (fax), ), or serv service@ ice@astm astm.org .org (e-m (e-mail) ail);; or thro through ugh the ASTM webs website  ite  (www.astm. (www .astm.org). org). Permission Permission rights to photocopy the standa standard rd may also be secure secured d from the Copyri Copyright ght Clearance Center, Center, 222  Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http://www.copyright.com/ 

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