1. This International Standard is one of a series of standards dealing with the sampling and testing of plants, varnishes and related products.
It specifies standard conditions for carrying out a pendulum damping test on a single coating or a multicoat system of paint, varnish or related product.
1.1 This International Standard specifies requirements for low-pressure hose assemblies intended for use with the following medical gases;
—oxygen;
—Nitrous oxide;
—air for breathing;
—helium;
—xenon
—specified mixtures of the gases listed above;
—air for driving surgical tools;
—nitrogen for driving surgical tools;
—nitric oxide/nitrogen mixtures;
—vacuum.
It is intended in particular to ensure gas-specificity and to prevent cross-connection between systems conveying different gases.
These hose assemblies are intended to be used at pressure less than 1 400 kPa.
1.2 This International Standard specifies the allocation of non-interchangeable screw-threaded (NIST) connectors and diameter-index safety system (DISS) connectors to medical gases and specifies the dimentionsof non-interchangeable screw-threaded (NIST) connectors.
1.3 This International Standard does not specify:
—requirements for coaxial hoses used for the supply and disposal of air for driving surgical tools;
—requirements for electrical conductivity.
1.4 This International Standard does not specify the intended uses of hose assemblies.
|ICS Number Code 11.040.10; 23.040.70||TRUE/ISO5359|||0000-00-00|0000-00-00||||||F29.10||||HC3|||||ANSISO5359|Low-Pressure Hose Assemblies for Use with Medical Gases Approved as an American National Standard with Deviations by ASTM International|ISO5359|||ANSISO5359|Low-Pressure Hose Assemblies for Use with Medical Gases Approved as an... 31147|Active|ANS/ISO5361|2003-12-02|99|ISO|Anaesthetic and Respiratory Equipment—Tracheal Tubes and Connectors Approved as an American National Standard by ASTM International|33|83.00|83.00|||This International Standard specified requirements for the dimensions, basic properties and method of size designation of the most commonly used types of or-tracheal and naso-tracheal tube made of plastics materials and/or rubber (plain and cuffed), and requirements for tracheal tube connectors.
Specialized tubes are excluded from the scope of this International Standard.
|ICS Number Code 11.040.10||TRUE/ISO5361|||0000-00-00|0000-00-00||||||F29.12||||HC3|||||ANSISO5361|Anaesthetic and Respiratory Equipment—Tracheal Tubes and Connectors Approved as an American National Standard by ASTM International|ISO5361|||ANSISO5361|Anaesthetic and Respiratory Equipment—Tracheal Tubes and Connectors... 31148|Active|ANS/ISO5366.1|2003-12-02|00E|ISO|Anaesthetic and Respiratory Equipment—TracheostomyTubes—Part 1: Tubes and Connectors for Use in Adults Approved as an American National Standard by ASTM International|23|49.00|49.00|||This part of ISO 5366 specifies requirements for tracheostomy tubes made of plastics materials and/or rubber having inside diameters of 6.5 mm or greater. Such tubes are primarily designed for patients who require anaesthesia, artificial ventilation or other respiratory support, but need not be restricted to these uses.
This part of ISO 5366 is not applicable to specialized tubes, and does not address flammability of tracheostomy tubes.
|ICS Number Code 11.040.10||TRUE/ISO5366.1|||0000-00-00|0000-00-00||||||F29.12||||HC3|||||ANSISO53661|Anaesthetic and Respiratory Equipment—TracheostomyTubes—Part 1: Tubes and Connectors for Use in Adults Approved as an American National Standard by ASTM International|ISO5366.1|||ANSISO53661|Anaesthetic and Respiratory Equipment—TracheostomyTubes—Part... 31150|Active|ANS/ISO5362|2003-12-02|00|ISO|Anaesthetic Reservoir Bags Approved as an American National Standard by ASTM International|23|49.00|49.00|||This International Standard specifies requirements for antistatic and non-antistatic reservoir bags for use with anaesthetic apparatus or lung-ventilator breathing systems. It includes requirements for the design of the neck, size designation, distension and, where relevant, for electrical resistance.
This International Standard is not applicable to special-purpose bags, for example bellows and self-expanding bags. Bags for use with anaesthetic gas scavenging systems are not considered to be anaesthetic reservoir bags and are thus outside the scope of this International Standard.
|ICS Number Code 11.040.10||TRUE/ISO5362.1|||0000-00-00|0000-00-00||||||F29.12||||HC3|||||ANSISO5362|Anaesthetic Reservoir Bags Approved as an American National Standard by ASTM International|ISO5362.1|||ANSISO5362|Anaesthetic Reservoir Bags Approved as an American National Standard by... 31369|Active|ANS/IEC60601.2.12|2002-07-10|01|ISO|Medical Electrical Equipment—Part 2-12; Particular Requirements for the Safety of Lung Ventilators—Critical Care Ventilators Approved as an American National Standard with Deviations by ASTM International|47|133.00|133.00|||This clause of the General Standard applies, except as follows:
This Particular Standard specifies the safety requirements for VENTILATORS, as defined in 2.1.125, intended for use in critical care settings.
Continuous positive airway pressure (CPAP) devices, sleep apnea therapy devices, support-care VENTILATORS, emergency and transport VENTILATORS, jet and high frequency VENTILATORS and oscillators are outside the scope of this Particular Standard, nor are devices that may be used within hospitals, intended solely to augment the ventilation of spontaneously breathing PATIENTS. Standards for other types of VENTILATORS, e.g. high frequency jet and oscillation ventilators, are under consideration.
Requirements for VENTILATORS intended for anaesthetic applications are given in IEC 60601-2-13.
|||TRUE/IEC60601.2.12|||0000-00-00|0000-00-00||||||F29.14||||HC3|||||ANSIEC60601212|Medical Electrical Equipment—Part 2-12; Particular Requirements for the Safety of Lung Ventilators—Critical Care Ventilators Approved as an American National Standard with Deviations by ASTM International|IEC60601.2.12|||ANSIEC60601212|Medical Electrical Equipment—Part 2-12; Particular Requirements for... 33246|Active|ANS/ISO11195|2003-12-01|95|ISO|Gas Mixers for Medical Use—Stand-alone Gas Mixers Approved as an American National Standard with Deviations by ASTM international|23|46.00|46.00|||This International Standard gives requirements for the performance and safety of stand-alone gas mixers intended for medical use and intended for connection to a medical gas supply system. Rationales for some of the requirements are given in anne B.
This International Standard does not apply to
a) blocks of flowmeters with separate controls for the flow of each gas;
b) gas mixers which mix oxygen with ambient air;
c) gas mixers which depend on other medical devices for functions required by this standard.
This International Standard gives the dimensions of agent-specific filling systems for agent-specific anaesthetic vaporizers.
This International Standard does not specify construction materials. Materials used for the parts of filling systems which come into contact with liquid anaesthetic agent should be selected with regard to:
a) toxicity;
b) compatibility with anaesthetic agents; and
c) minimization of health risks due ot substances leached from the materials.
Because of the unique properties of desflurance, dimensions for this agent have not been specified in this Internatinsl Standard. Specifications for filling systems fo rthis agent will be included in this Standard in due course.
Designs of connection systems are encouraged which only permite engagement of the agent-specific bottle adaptor to the bottle when the bottle collar is in place.
|ICS Number Code 11.040.10||TRUE/ISO5360|||0000-00-00|0000-00-00||||||F29.12||||HC3|||||ANSISO5360|Anesthetic Vaporizes—Agent-Specific Filling Systems Approved as an American National Standard with Deviations by ASTM International|ISO5360|||ANSISO5360|Anesthetic Vaporizes—Agent-Specific Filling Systems Approved as an... 39276|Active|ANS/ISO15002|2004-11-01|00|ISO|Flow-metering devices for connection to terminal units of medical gas pipeline systems|30|69.00|69.00|||1.1 This International Standard is applicable to:
flow-metering devices which are connected, either directly or by means of flexible connecting asemblies, and disconnected by the operator at terminal units of a medical gas pipeline system for measurement and delivery of medical gases.
flow-metering devices which are connected and disconnected by the operator at gas-specific connection points of devices such as pressure regulators.
1.2 It applies only to flow-metering devices for the following medical gases:
oxygen,
nitrous oxide,
air for breathing,
carbon dioxide,
helium,
xenon,
specified mixtures of the gases listed above,
oxygen/nitrous oxide mixture 50/50 (% volume fraction).
1.3 This International Standard is not applicable to electrical or electronic flow-metering devices.
|||TRUE/ISO15002|||0000-00-00|0000-00-00||||||F29.12||||HC3|||||ANSISO15002|Flow-metering devices for connection to terminal units of medical gas pipeline systems|ISO15002|||ANSISO15002|Flow-metering devices for connection to terminal units of medical gas... 41997|Active|ANS/ISO17025|2005-05-15|05|ISO|General Requirements for the Competence of Testing and Calibration Laboratories|35|86.00|86.00|||1.1 This International Standard specifies the general requirements for the competence to carry out tests and/or calibrations, including sampling. It covers testing and calibration performed using standard methods, non-standard methods, and laboratory-developed methods.
1.2 This International Standard is applicable to all organizations performing tests and/or calibrations. These include, for example, first-, second- and third-party laboratories, and laboratories where testing and/or calibration forms part of inspection and product certification.
This International Standard is applicable to all laboratories regardless of the number of personnel or the extent of the scope of testing and/or calibration activities. When a laboratory does not undertake one or more of the activities covered by this International Standard, such as sampling and the design/development of new methods, the requirements of those clauses do not apply.
1.3 The notes given provide clarification of the text, examples and guidance. They do not contain requirements and do not form an integral part of this International Standard.
1.4 This International Standard is for use by laboratories in developing their management system for quality, administrative and technical operations. Laboratory customers, regulatory authorities and accreditation bodies may also use it in confirming or recognizing the competence of laboratories. This International Standard is not intended to be used as the basis for certification of laboratories.
NOTE 1 The term 'management system' in this International Standard means the quality, administrative and technical systems that govern the operations of a laboratory.
NOTE 2 Certification of a management system is sometimes also called registration.
1.5 Compliance with regulatory and safety requirements on the operation of laboratories is not covered by this International Standard.
1.6 If testing and calibration laboratories comply with the requirements of this International Standard, they will operate a quality management system for their testing and calibration activities that also meets the principles of ISO 9001. Annex A provides nominal cross-references between this International Standard and ISO 9001. This International Standard covers technical competence requirements that are not covered by ISO 9001.
NOTE 1 It might be necessary to explain or interpret certain requirements in this International Standard to ensure that the requirements are applied in a consistent manner. Guidance for establishing applications for specific fields, especially for accreditation bodies (see ISO/IEC 17011) is given in Annex B.
NOTE 2 If a laboratory wishes accreditation for part or all of its testing and calibration activities, it should select an accreditation body that operates in accordance with ISO/IEC 17011.
|||TRUE/ISO17025|||0000-00-00|0000-00-00||||||E36.||||GM3|||||ANSISO17025|General Requirements for the Competence of Testing and Calibration Laboratories|ISO17025|||ANSISO17025|General Requirements for the Competence of Testing and Calibration... 44802|Active|ANSI/ISO/IEC17024|2005-12-01|03|ANSI|Conformity assessment—General requirements for bodies operating certification of persons|16|39.00|39.00|||1.1 This International Standard specified requirements for a body certifying persons against specific requirements, including the development and maintenance of a certification scheme for persons.
Note In some countries, bodies which verify the conformity of the competence of persons against specified requirements are called "certification bodies", in other countries "registration bodies" in others "assessment and registration bodies" or "certification/registration/licensure bodies" and in others still "registrars". This International Standard uses the term "certification body". However, this use is not limiting.
|||TRUE/ISOANSIIEC17024|||0000-00-00|0000-00-00||||||E36.||||GM3|||||ANSIISOIEC17024|Conformity assessment—General requirements for bodies operating certification of persons|ISOANSIIEC17024|||ANSIISOIEC17024|Conformity assessment—General requirements for bodies operating... 46747|Active|ANSI/ISO21647|2006-03-21|04|ISO|Medical Electrical Equipment—Particular Requirements for the Basic Safety and Essential Performance of Respiratory Gas Monitors|54|108.00|108.00|||IEC 60601-1:1998, Clause 1, applies, except as follows.
Amendment (ass at the end of 1.1):
This International Standard specified particular requirements for the basic safety and essential performance of respiratory gas monitors (RGM) (as defined in 3.15) intended for continuous operation for use with humans.
This International Standard specifies requirements for
aa) anaesthetic gas monitoring,
bb) carbon dioxide monitoring,
cc) oxygen monitoring,
This International Standard is not applicable to monitors intended for use with flammable anesthetic agents.
The requirements of this International Standard which replace or modify the requirements of IEC 60601-1:1998 and its Amendments 1 (1991) and 2 (1995) are intended to take precedence over the corresponding general requirements.
Environmental aspects are addressed in Annex CC.
NOTE Additional aspects of environmental impact are addressed in ISO 14971.
This European Standard specifies requirements for operator-powered resuscitators intended for use with all age groups and which are portable and intended to provide lung ventilation to individuals whose breathing is inadequate. Operator-powered resuscitators for infants and children are designated according to body mass range and approximate age equivalent.
Electrically-and gas-powered resuscitators are not covered by this European Standard.
NOTE Annex X contains rationale statements for this Part of this European Standard. The clauses and sub clauses which have corresponding rationale statements are marked with R) after their number.
|||TRUE/ISO10651.4|||0000-00-00|0000-00-00||||||.|||||||||ANSIISO106514|Lung Ventilators|ISO10651.4|||ANSIISO106514|Lung Ventilators 52546|Active|ANSI/ISO10651.5|2006-12-12|06|ISO|Lung Ventilators for Medical Use - Particular Requirements for Basic Safety - and Essential Performance|53|113.00|113.00|||This part of ISO 10651 specifies the basic safety and essential performance requirements for gas-powered emergency resuscitators (3.10) intended for use with humans by first responders. This equipment is intended for emergency field use and is intended to be continuously operator attended in normal use.
<>This part of ISO 10651 also specifies the requirements for resuscitator sets (3.22).
This part of ISO 10651 is not applicable to electrically-powered resuscitators.
NOTE ISO 10651-3 covers emergency and transport ventilators.
|||TRUE/ISO10651.5|||0000-00-00|0000-00-00||||||.|||||||||ANSIISO106515|Lung Ventilators for Medical Use - Particular Requirements for Basic Safety - and Essential Performance|ISO10651.5|||ANSIISO106515|Lung Ventilators for Medical Use - Particular Requirements for Basic... 53661|Active|ANSI/ISO/IEC17011|2006-12-12|05|ANSI|Conformity assessmen—General requirements for accreditation bodies accrediting conformity assessment bodies|32|78.00|78.00|||1.1 This International Standard specifies general requirements for accreditation bodies assessing and accrediting conformity assessment bodies (CABs). It is also appropriate as a requirements document for the peer evaluation process for mutual recognition arrangements between accreditation bodies.
Accreditation bodies operating in accordance with this International Standard do not have to offer accreditation to all types of CABs.
For the purposes of this International Standard, CABs are organizations providing the following conformity assessment services: testing, inspection, management system certification, personnel certification, product certification and, in the context of this International Standard, calibration.
Note General requirements for these bodies have been established, for example in International Standards and Guides (examples of which are given in the Bibliography).
|||TRUE/ISOANSIIEC17011|||0000-00-00|0000-00-00||||||E36.||||GM3|||||ANSIISOIEC17011|Conformity assessmen—General requirements for accreditation bodies accrediting conformity assessment bodies|ISOANSIIEC17011|||ANSIISOIEC17011|Conformity assessmen—General requirements for accreditation bodies... 53663|Active|ANSI/ISO/IEC17020|2006-12-12|98|ANSI|General criteria for the operation of various types of bodies performing inspection|18|54.00|54.00|||1.1 This European standard specifies general criteria for the competence of impartial bodies performing inspection irrespective of the sector involved. It also specifies independence criteria.
1.2 This standard in intended for the use of inspection bodies and their accreditation bodies as well as other bodies concerned with recognizing the competence of inspection bodies.
1.3 This set of criteria may have to be interpreted when applied to particular sectors, or to in-service inspection.
1.4 This standard does not cover testing laboratories, certification bodies or the suppliers' declaration of conformity, the criteria for which are contained in other European Standards of the EN 45000 series.
|||TRUE/ISOANSIIEC17020|||0000-00-00|0000-00-00||||||.|||||||||ANSIISOIEC17020|General criteria for the operation of various types of bodies performing inspection|ISOANSIIEC17020|||ANSIISOIEC17020|General criteria for the operation of various types of bodies performing... 59371|Active|AIIMASTM|2008-02-11|BP-01-08||Portable Document Format-Healthcare (PDF) A Best Practices Guide|35|49.00|49.00|||The PDF Healthcare Best Practices Guide describes PDF features useful in healthcare and documents points to consider for these features. As such, users of this document can decide what features are important to them under their specific circumstances. The PDF Healthcare Best Practices Guide does not describe normative requirements, nor is it a language specification. For detailed language issues, it references the PDF and XFA Specifications. (See the Terminology and Reference Documents sections for more information on these specifications). For implementation specific guidance, it references an accompanying Implementation Guide.
|||TRUE/BP.01|||0000-00-00|0000-00-00||||||E31.25|14.01|||HC1|||||AIIMASTM|Portable Document Format-Healthcare (PDF) A Best Practices Guide|BP.01|||AIIMASTM|Portable Document Format-Healthcare (PDF) A Best Practices Guide 39397|Active|A1|2005-03-01|00(2005)|Specification|Standard Specification for Carbon Steel Tee Rails|6|36.00|36.00|43.20||1.1 This specification covers carbon steel tee rails of nominal weights of 60 lb/yd (29.8 kg/m) and over for use in railway track, including export and industrial applications.
1.2 Supplementary requirementsS1and S2 shall apply only when specified by the purchaser in the order.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|rails; railway applications; steel rails; ICS Number Code 77.140.70||TRUE/A1|||0000-00-00|0000-00-00|M,D|||||A01.01|01.04|||MP7|||||A1|Standard Specification for Carbon Steel Tee Rails|A1||This specification deals with carbon steel tee rails for use in railway track, including export and industrial applications. Rails shall be furnished by as-rolling, head hardening, or fully heat treatment processes. Hydrogen content shall be measured either during the continuous casting process or during ingot teeming. The rails shall conform to the chemical requirements for carbon, manganese, phosphorus, sulfur, and silicon. Rail soundness shall be evaluated by macroetch testing for both ingot and continuously cast steel. The rails shall conform to the Brinell hardness test requirements for standard carbon rails and high-strength rails.
|A1|Standard Specification for Carbon Steel Tee Rails 60148|Active|A2|2008-03-01|02(2008)|Specification|Standard Specification for Carbon Steel Girder Rails of Plain, Grooved, and Guard Types|3|31.00|31.00|37.20||1.1 This specification covers carbon steel girder rails of three classes based on type or type and weight, and chemistry defined as follows and in Table 1.
1.1.1 Unless otherwise specified by the purchaser, girder-guard rails shall be Class A.
1.1.2 Plain and grooved-girder rails under 135 lb/yd (67.1 kg/m) in weight shall be specified by the purchaser as either Class A or Class B.
1.1.3 Plain and grooved-girder rails of 135 lb/yd in weight and heavier shall be Class C, unless otherwise specified.
1.2 The values states in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
<|girder rails; rails; railway applications; steel rails; Carbon steel railroad materials--specifications; Girder rails; Railroad steel materials ; ICS Number Code 77.140.70; ICS Number Code 77.140.70||TRUE/A2|||0000-00-00|0000-00-00|M,D|||||A01.01|01.04|||MP7|||||A2|Standard Specification for Carbon Steel Girder Rails of Plain, Grooved, and Guard Types|A2||This specification deals with carbon steel girder rails of plain, grooved, and guard types. Materials considered in this specification are grouped into three classes (Class A, B, and C) based on type, weight, and chemistry (carbon, manganese, phosphorus, and silicon compositions). Steel samples shall be melt processed by either open-hearth, basic-oxygen, or electric furnace, and may be cast by a continuous process or in ingots. Material specimens shall undergo product analysis and tests, and shall conform to required chemical and physical attributes such as chemical composition, Brinell hardness, weight, length, sectioning, end finishing, drilling and punching specifications. Rails shall be finished by cold straightening in a press or roller machine to remove twists, waves and kinks. Final products shall be marked either by brand and stamp, paint, or bar code.
|A2|Standard Specification for Carbon Steel Girder Rails of Plain, Grooved,... 46039|Active|A3|2006-03-01|01(2006)|Specification|Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon (Non-Heat-Treated)|3|31.00|31.00|37.20||1.1 This specification covers steel joint bars for connecting steel rails in mine, industrial, and standard railroad track.
1.2 Three grades of joint bars are defined for applications where non-heat treated bars are suitable:
1.2.1 Grade 1, low-carbon, primarily for industrial and mine use.
1.2.2 Grade 2, medium-carbon, primarily for industrial and mine use.
1.2.3 Grade 3, high-carbon, for general use in standard railroad track. They may be used in the production of insulated track joints.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|rail; railway applications; steel joint bars; ICS Number Code 77.140.70||TRUE/A3|||0000-00-00|0000-00-00|M,D|||||A01.01|01.04|||MP7|||||A3|Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon (Non-Heat-Treated)|A3||This specification covers steel joint bars of low-carbon, medium-carbon, and high-carbon grades (Grades 1, 2, and 3) for railway applications. Steel shall be made through basic-oxygen or electric-furnace processes and cast through continuous process or in ingots. An analysis of each heat or cast shall be made to determine the percentage compositions of carbon, manganese, phosphorus, and sulfur. Tension test shall also be made to conform to specified tensile strength and elongation values. Guidelines on the dimensions and physical variations of joint bars are given. Inspection, rejection, rehearing, certification, and product marking procedures are cited.
|A3|Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon... 60600|Active|A6/A6M|2008-03-01|08|Specification|Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling|62|61.00|61.00|73.20||1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM:
| ASTM Designation3 | Title of Specification |
| A 36/A 36M | Carbon Structural Steel |
| A 131/A 131M | Structural Steel for Ships |
| A 242/A 242M | High-Strength Low-Alloy Structural Steel |
| A 283/A 283M | Low and Intermediate Tensile Strength Carbon Steel Plates |
| A 328/A 328M | Steel Sheet Piling |
| A 514/A 514M | High-Yield Strength, Quenched and Tempered Alloy Steel Plate Suitable for Welding |
| A 529/A 529M | High-Strength Carbon-Manganese Steel of Structural Quality |
| A 572/A 572M | High-Strength Low-Alloy Columbium-Vanadium Steel |
| A 573/A 573M | Structural Carbon Steel Plates of Improved Toughness |
| A 588/A 588M | High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. [100 mm] Thick |
| A 633/A 633M | Normalized High-Strength Low-Alloy Structural Steel Plates |
| A 656/A 656M | Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability |
| A 678/A 678M | Quenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates |
| A 690/A 690M | High-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments |
| A 709/A 709M | Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges |
| A 710/A 710M | Age-Hardening Low-Carbon Nickel-Copper-Chromium-Mo- lybdenum-Columbium Alloy Structural Steel Plates |
| A 769/A 769M | Carbon and High-Strength Electric Resistance Welded Steel Structural Shapes |
| A 786/A 786M | Rolled Steel Floor Plates |
| A 808/A 808M | High-Strength Low-Alloy Carbon, Manganese, Columbium, Vanadium Steel of Structural Quality with Improved Notch Toughness |
| A 827/A 827M | Plates, Carbon Steel, for Forging and Similar Applications |
| A 829/A 829M | Plates, Alloy Steel, Structural Quality |
| A 830/A 830M | Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements |
| A 852/A 852M | Quenched and Tempered Low-Alloy Structural Steel Plate with 70 ksi [485 Mpa] Minimum Yield Strength to 4 in. [100 mm] Thick |
| A 857/A 857M | Steel Sheet Piling, Cold Formed, Light Gage |
| A 871/A 871M | High-Strength Low Alloy Structural Steel Plate with Atmospheric Corrosion Resistance |
| A 913/A 913M | Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST) |
| A 945/A 945M | Specification for High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness |
| A 950/A 950M | Specification for Fusion Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling |
| A 992/A 992M | Specification for Steel for Structural Shapes for Use in Building Framing |
| A 1026 | Specification for Alloy Steel Structural Shapes for Use in Building Framing |
| A 1043/A 1043M | Specification for Structural Steel with Low Yield to Tensile Ratio for Use in Buildings |
1.2 Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables 1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to Annex A1 is mandatory when the “M” specification designation is used.
Note 1—The term “weight” is used when inch-pound units are the standard; however, under SI, the preferred term is “mass.”
1.3 Annex A2 lists the dimensions of some shape profiles.
1.4 Appendix X1 provides information on coil as a source of structural products.
1.5 Appendix X2 provides information on the variability of tensile properties in plates and structural shapes.
1.6 Appendix X3 provides information on weldability.
1.7 Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.
1.8 This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order.
1.9 In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.
1.10 Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.
1.11 For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29
1.12 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.
1.13 This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; however, unless the order specifies the applicable “M” specification designation (SI units), the structural product is furnished to inch-pound units.
1.14 The text of this general requirements specification contains notes and/or footnotes that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.
|bars; general requirements; plates; rolled; shapes; sheet piling; structural steel; Bridge/structural materials--specifications; General delivery requirements--steel; Marine systems/subsystems/equipment (steel)--specifications; Rolled steel--specifications; Shipbuilding steel materials--specifications; Steel bars and shapes--specifications; Steel plate--specifications; Steel plates/shapes/bars--specifications; Structural steel (SS) bars--specifications; Structural steel (SS) piles--specifications; Structural steel (SS) plate--specifications; Structural steel (SS) shapes--specifications; Structural steel (SS) sheet/strip--specifications; Tensile properties/testing--metallic materials; Capped steel; Groupings; Killed steel; Metallurgical structure; Mill edge; Piles; Product analysis specifications/tolerances; Rimmed structural steel bars; Semi-killed steel; Sheared edge; Tensile property classification; Universal mill edge; ICS Number Code 77.140.60; 77.140.60; 77.140.60||TRUE/A6|||0000-00-00|0000-00-00|M,B,D,N,CH|||||A01.02|01.04|||MP7|||||A6A6M|Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling|A6||This specification deals with the general requirements that apply to rolled structural steel bars, plates, shapes, and sheet piling. The steel shall be made in an open-hearth, basic-oxygen, or electric-arc furnace followed by additional refining in a ladle metallurgy furnace, or secondary melting by vacuum-arc remelting or electrostag remelting. The steel products shall undergo heat treatment, structural conditioning, and strand casting in stationary molds. Tension testing and chemical analysis shall be performed wherein the specimens shall conform to the required mechanical properties such as tensile strength, yield strength and elongation, and the required metallurgical structure and composition specifications of the products. Final products shall be legibly marked, bundled, and tagged with the applicable designation, grade, heat number, size and thickness, and name, brand, or trademark of the manufacturer for identification and shipment.
|A6|Standard Specification for General Requirements for Rolled Structural... 57880|Active|A20/A20M|2007-11-01|07|Specification|Standard Specification for General Requirements for Steel Plates for Pressure Vessels|33|49.00|49.00|58.80||1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled steel plates for pressure vessels covered by each of the following product specifications issued by ASTM:
1.1.1 This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use if additional testing or additional restrictions are required by the purchaser, and apply only if specified individually in the purchase order.
1.2 Appendix X1 provides information on coil as a source of plates for pressure vessels.
1.3 Appendix X2 provides information on the variability of tensile properties in plates for pressure vessels.
1.4 Appendix X3 provides information on the variability of Charpy-V-Notch impact test properties in plates for pressure vessels.
1.5 Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.
1.6 These materials are intended to be suitable for fusion welding. When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized.
1.7 In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.
1.8 Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.
1.9 For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29.
1.10 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.11 This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; unless the order specifies the applicable “M” specification designation (SI units), the plates are to be furnished to inch-pound units.
|general delivery requirement; pressure containing parts; pressure vessel steels; steel plates; steel plates for pressure vessel applications; ICS Number Code 23.020.30; 77.140.50||TRUE/A20|||0000-00-00|0000-00-00|M,D,CH|||||A01.11|01.04|||MP7|||||A20A20M|Standard Specification for General Requirements for Steel Plates for Pressure Vessels|A20||This specification covers a group of common requirements that apply to rolled steel plates for pressure vessels. The steel shall be made in an open-hearth, basic-oxygen, or electric-arc furnace process. Sampling and methods for chemical analysis are discussed. Yield strength tests, tension tests, and notch-toughness tests shall be made in accordance to the product specification to conform to the specified requirements.
|A20|Standard Specification for General Requirements for Steel Plates for... 39398|Active|A27/A27M|2005-03-01|05|Specification|Standard Specification for Steel Castings, Carbon, for General Application|4|31.00|31.00|37.20||1.1 This specification covers carbon steel castings for general applications that require up to 70 ksi [485 MPa] minimum tensile strength.
Note 1—The grades covered by this specification represent materials that are suitable for assembly with other steel castings or wrought steel parts by fusion welding. It is not intended to imply that all these grades possess the same degree of weldability or that the same welding techniques can be used on all castings. It is the responsibility of the purchaser to establish for himself a suitable welding technique.
1.2 Several grades and two classes of steel castings are covered, as indicated below. The grade and class desired shall be specified by the purchaser.
1.2.1 Grade N-1Chemical analysis only.
1.2.2 Grade N-2Heat-treated but not mechanically tested.
1.2.3 Grade U-60-30
1.2.4 Grades 60-30 [415-205], 65-35 [450-240], 70-36[485-250], and 70-40 [485-275]-Heat-treated and mechanically tested.
1.2.5 Class 1 and Class 2 steel castings shall be specified in accordance with .
1.3 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification. Inch-pound units are applicable for material ordered to Specification A 27 and SI units for material ordered to Specification A 27M.
|castings; general application; steel; ICS Number Code 77.140.80||TRUE/A27|||0000-00-00|0000-00-00|M,B,D,CH|||||A01.18|01.02|||MP7|||||A27A27M|Standard Specification for Steel Castings, Carbon, for General Application|A27||This specification covers carbon steel castings for general applications. The grades of steels covered here are: Grade N-1, Grade N-2, Grade U-60-30 [415-205], Grade 60-30 [415-205], Grade 65-35 [450-240], Grade 70-36 [485-250] and Grade 70-40 [485-275]. Except for Grades N-1 and U-60-30, all steel castings shall be heat-treated by full annealing, normalizing, normalizing and tempering, or quenching and tempering. Heat treatments shall be performed after castings have been allowed to cool. Heat and product analyses shall be performed wherein specimens shall conform to required chemical composition of carbon, manganese, silicon, sulfur and phosphorus. Except for Grades N-1 and N-2, all steels shall undergo tension test, and shall conform to the following mechanical requirements: tensile strength, yield point, elongation, and reduction of area.
|A27|Standard Specification for Steel Castings, Carbon, for General Application 40449|Active|A29/A29M|2005-05-01|05|Specification|Standard Specification for Steel Bars, Carbon and Alloy, Hot-Wrought, General Requirements for|16|42.00|42.00|50.40||1.1 This specification covers a group of common requirements which, unless otherwise specified in the purchase order or in an individual specification, shall apply to carbon and alloy steel bars under each of the following ASTM specifications (or under any other ASTM specification which invokes this specification or portions thereof):
1.2 In case of any conflict in requirements, the requirements of the purchase order, the individual material specification, and this general specification shall prevail in the sequence named.
1.3 The values stated in inch-pound units or SI units are to be regarded as the standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
1.4 For purposes of determining conformance to this specification and the various material specifications referenced in , dimensional values shall be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29.
Note 1Specification A 29 previously listed dimensional tolerances for cold-finished bars; these are now found in Specification A 108.
|alloy steel bars; carbon steel bars; cold finished steel bars; general delivery requirements; hot wrought steel bars; steel bars; ICS Number Code 77.140.60||TRUE/A29|||0000-00-00|0000-00-00|M,D,B,Z|||||A01.15|01.05|||MP7|||||A29A29M|Standard Specification for Steel Bars, Carbon and Alloy, Hot-Wrought, General Requirements for|A29||This guide covers a group of requirements for carbon and alloy steel bars under each of the following specifications: hot-rolled carbon steel bars, cold-finished carbon steel bars, hot-rolled alloy steel bars, and cold-finished alloy steel bars. Heat and product analysis shall be performed on several grades of carbon steel bars, wherein the material shall conform to the required chemical composition for carbon, manganese, phosphorus, and sulfur. Several grades of alloy steel bars shall also undergo heat and product analysis and shall meet the required chemical composition for carbon, manganese, phosphorus, sulfur, silicon, nickel, chromium, and molybdenum. When compositions other than those indicated in the specified chemical components are required, the composition limits shall be prepared using the specified ranges and limits for carbon steel and alloy steel. The material shall undergo grain size test and shall conform to the specified grain size requirement. Mechanical tests shall also be performed on the steel test specimens.
|A29|Standard Specification for Steel Bars, Carbon and Alloy, Hot-Wrought,... 50031|Active|A31|2004-08-01|04e1|Specification|Standard Specification for Steel Rivets and Bars for Rivets, Pressure Vessels|4|31.00|31.00|37.20||1.1 This specification covers steel rivets for use in boilers and pressure vessels and steel bars for use in the manufacture of rivets.
1.2 Two grades are covered:
1.2.1 Grade A—Bars having a yield point of 23000 psi (160 MPa) minimum with no controls on carbon content.
1.2.2 Grade B—Bars having a yield point of 29000 psi (200 MPa) minimum with carbon 0.28 % maximum.
1.2.3 Rivets are manufactured from the applicable bar grade.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|bars; carbon steel; pressure vessel rivets; rivets; steel; ICS Number Code 21.060.40||TRUE/A31|||0000-00-00|0000-00-00|M|||||F16.02|01.08|||MP3|||||A31|Standard Specification for Steel Rivets and Bars for Rivets, Pressure Vessels|A31|||A31|Standard Specification for Steel Rivets and Bars for Rivets, Pressure... 50488|Active|A34/A34M|2006-11-01|06|Practice|Standard Practice for Sampling and Procurement Testing of Magnetic Materials|4|31.00|31.00|37.20||1.1 This practice covers sampling procedures and test practices for determination of various magnetic properties of both soft and hard magnetic materials.
1.2 This practice may be used either in conjunction with, or independent of, the standard test methods and materials specifications under the jurisdiction of ASTM Committee A06. In the former situation, the sampling and testing procedures listed herein shall not supersede those found in the individual test methods and materials specifications. In the latter situation, the sampling and testing procedures listed herein shall strictly apply.
1.3 The values and equations stated in customary (cgs-emu and inch-pound) or SI units are to be regarded separately as standard. Within this standard, SI units are shown in brackets except for the sections concerning calculations where there are separate sections for the respective unit systems. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with this standard.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
|density; electrical steel; magnetic material; magnetic test; ICS Number Code 29.030||TRUE/A34|||0000-00-00|0000-00-00|M,N|||||A06.01|03.04|||MP2|||||A34A34M|Standard Practice for Sampling and Procurement Testing of Magnetic Materials|A34|This practice defines test lots and describes the selection and preparation of test specimens used in the determination of magnetic properties of various materials.
A method of calculating the density of iron-base electrical steels is given and a table of assumed densities for magnetic testing of commercial soft magnetic alloys is provided.
||A34|Standard Practice for Sampling and Procurement Testing of Magnetic... 61757|Active|A36/A36M|2008-05-15|08|Specification|Standard Specification for Carbon Structural Steel|3|31.00|31.00|37.20||1.1 This specification covers carbon steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of bridges and buildings, and for general structural purposes.
1.2 Supplementary requirements are provided for use where additional testing or additional restrictions are required by the purchaser. Such requirements apply only when specified in the purchase order.
1.3 When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A 6/A 6M
1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.
1.5 The text of this specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.
1.6 For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of A 6/A 6M
This specification covers carbon structural steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of bridges and buildings, and for general structural purposes. Heat analysis shall be used to determine the required chemical composition for carbon, manganese, phosphorus, sulfur, silicon, and copper. Tensile strength, yield strength, and elongation shall be evaluated using tension test and must conform to the required tensile properties.
|A36|Standard Specification for Carbon Structural Steel 36582|Active|A47/A47M|2004-10-01|99(2004)|Specification|Standard Specification for Ferritic Malleable Iron Castings|5|36.00|36.00|||1.1 This specification covers ferritic malleable castings for general engineering usage at temperatures from normal ambient to approximately 400°C (750°F).
1.2 No precise quantitative relationship can be stated between the properties of the iron in various locations of the same casting and those of a test specimen cast from the same iron (see Appendix X1).
1.3 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
|ICS Number Code 77.140.80||TRUE/A47|||0000-00-00|0000-00-00|M,D,B,CH|||||A04.02|01.02|||MP4|||||A47A47M|Standard Specification for Ferritic Malleable Iron Castings|A47||This specification covers ferritic malleable castings for general engineering usage. The castings are classified as Grade 32510. The chemical composition of the iron shall be such as to produce the structural and mechanical properties required by this specification. Tension test may be machined from the standard cast bar to the required dimensions. The microstructure of the malleable iron shall consist of temper carbon nodules distributed through ferritic matrix and shall be free of excessive pearlite, massive carbides, and primary graphite. All castings, on visual examination, shall be sound and free of obvious shrinkage and porosity. The castings shall conform to the dimensions given by this specification.
|A47|Standard Specification for Ferritic Malleable Iron Castings 32036|Active|A48/A48M|2003-12-01|03|Specification|Standard Specification for Gray Iron Castings|6|36.00|36.00|43.20||1.1 This specification covers gray iron castings intended for general engineering use where tensile strength is a major consideration. Castings are classified on the basis of the tensile strength of the iron in separately cast test bars.
1.1.1 This specification subordinates chemical composition to tensile strength.
1.2 Castings produced to this specification are graded on the basis of minimum tensile strength obtained in special test coupons designed to standardize cooling rate. The tensile strength developed in certain casting sections may vary from test coupon values (see X1.2).
1.3 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
|gray iron castings; ICS Number Code 77.140.80||TRUE/A48|||0000-00-00|0000-00-00|M,D,B,CH|||||A04.01|01.02|||MP4|||||A48A48M|Standard Specification for Gray Iron Castings|A48||This specification covers gray iron castings intended for general engineering use where tensile strength is a major consideration. Castings are classified on the basis of the tensile strength of the iron in separately cast test bars. The surface of the casting shall be free of adhering sand, scale, cracks, and hot tears, as determined by visual examination. The test bars are designated into S, A, B, and C categories, according to the thickness of its controlling wall section. The casting shall be subjected to a tension test to determine its tensile strength.
|A48|Standard Specification for Gray Iron Castings 46160|Active|A49|2006-03-01|01(2006)|Specification|Standard Specification for Heat-Treated Carbon Steel Joint Bars, Microalloyed Joint Bars, and Forged Carbon Steel Compromise Joint Bars|3|31.00|31.00|37.20||1.1 This specification covers heat-treated carbon steel joint bars, microalloyed joint bars, and forged compromise joint bars for general use in standard railroad track.
1.2 The joint bars may be used for the production of insulated joints.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|joint bars; rails; railway applications; steel rails; ICS Number Code 77.140.60||TRUE/A49|||0000-00-00|0000-00-00|M,D|||||A01.01|01.04|||MP7|||||A49|Standard Specification for Heat-Treated Carbon Steel Joint Bars, Microalloyed Joint Bars, and Forged Carbon Steel Compromise Joint Bars|A49||This specification covers heat-treated carbon steel joint bars, microalloyed joint bars, and forged compromise joint bars to be used in standard railroad track and production of insulated joints. Manufacturing of the steel shall be done either by basic-oxygen process, electric-furnace process, or both. The chemical composition of the steel joint bars shall be within the limits specified for carbon, manganese, phosphorus, and sulfur. Requirements for heat or cast analysis, product analysis, and tensile testing are detailed. Specifications for the material tensile properties such as tensile strength, yield point, yield strength, and elongation are given.
|A49|Standard Specification for Heat-Treated Carbon Steel Joint Bars,... 56410|Active|A53/A53M|2007-09-01|07|Specification|Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless|22|49.00|49.00|58.80||1.1 This specification covers seamless and welded black and hot-dipped galvanized steel pipe in NPS 1/8 to NPS 26 [DN 6 to DN 650] (Note 1), inclusive, with nominal wall thickness (Note 2) as given in Table X2.2 and X2.3. It shall be permissible to furnish pipe having other dimensions provided that such pipe complies with all other requirements of this specification. Supplementary requirements of an optional nature are provided and shall apply only when specified by the purchaser.
Note 1 - The dimensionless designators NPS (nominal pipe size) [DN (diameter nominal)] have been substituted in this specification for such traditional terms as "nominal diameter," "size," and "nominal 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.
1.2 This specification covers the following types and grades:
1.2.1 Type F - Furnace-butt-welded, continuous welded Grade A,
1.2.2 Type E - Electric-resistance-welded, Grades A and B, and
1.2.3 Type S - Seamless, Grades A and B.
Note 3 - See Appendix X1 for definitions of types of pipe.
1.3 Pipe ordered under this specification is intended for mechanical and pressure applications and is also acceptable for ordinary uses in steam, water, gas, and air lines. It is suitable for welding, and suitable for forming operations involving coiling, bending, and flanging, subject to the following qualifications:
1.3.1 Type F is not intended for flanging.
1.3.2 If Type S or Type E is required for close coiling or cold bending, Grade A is the preferred grade; however, this is not intended to prohibit the cold bending of Grade B pipe.
1.3.3 Type E is furnished either nonexpanded or cold expanded at the option of the manufacturer.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system is to be used independently of the other.
1.5 The text of this specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.
|black steel pipe; seamless steel pipe; steel pipe; welded steel pipe; zinc coated steel pipe; ICS Number Code 23.040.10||TRUE/A53|||0000-00-00|0000-00-00|M,B,D,I,CH|||||A01.09|01.01|||MP7|||||A53A53M|Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless|A53||This specification covers seamless and welded black and hot-dipped galvanized steel pipe in NPS 1/8 to NPS 26. The steel categorized in this standard must be open-hearth, basic-oxygen or electric-furnace processed and must have the following chemical requirements: carbon, manganese, phosphorus, sulfur, copper, nickel, chromium, molybdenum, and vanadium. The tubing shall undergo a seamless or welding process. Tension, bend, and flattening tests shall be performed to make sure that it must adhere to the mechanical properties of the standard. The hydrostatic test shall be applied, without leakage through the weld seam or the pipe body. Nondestructive electric test shall be made to make sure that the full volume of the pipe must be in accordance with the standard. The purchaser shall have the right to perform any of the inspections and tests set forth in this specification where deemed necessary to ensure that the pipe conforms to the specified requirements.
|A53|Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,... 53643|Active|A65|2007-05-01|07|Specification|Standard Specification for Steel Track Spikes|4|31.00|31.00|37.20||1.1 This specification covers steel track spikes used as fastenings between railroad rails, tie plates, and ties.
1.2 Three grades of spikes are described, Grades 1, a lower carbon steel; Grade 2, a higher carbon steel; and Grade 3, a carbon structural steel, conforming to Specification A 36
1.3 Supplementary Requirement (S1) are provided for use and shall only apply when specified in the purchase order.
1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|rails; railway applications; steel track spikes; track spikes; ICS Number Code 21.060.50; 21.060.50||TRUE/A65|||0000-00-00|0000-00-00|M|||||A01.01|01.04|||MP7|||||A65|Standard Specification for Steel Track Spikes|A65||This specification covers steel track spike to be used as fastenings between railroad rails, tie plates, and ties. Several tests shall be conducted, namely: heat or cast analysis; alternative analysis; alternative tension test; product analysis; body bend test; and head bend test. Heat and product analysis shall be performed wherein steel materials shall conform to the required chemical composition for carbon, manganese, phosphorous, sulfur, silicon, and copper. Steel specimens shall also undergo tensile tests and conform to required values of yield point, tensile strength, and elongation.
|A65|Standard Specification for Steel Track Spikes 53644|Active|A66|2007-05-01|07|Specification|Standard Specification for Steel Screw Spikes|3|31.00|31.00|37.20||1.1 This specification covers steel screw spikes used as fastenings between railroad rails, tie plates, and ties.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
|rails; railway applications; steel screw spikes; track spikes; ICS Number Code 21.060.10; 21.060.10||TRUE/A66|||0000-00-00|0000-00-00|M,D|||||A01.01|01.04|||MP7|||||A66|Standard Specification for Steel Screw Spikes|A66||This specification deals with steel screw spikes used as fastenings between railroad rails, tie plates, and ties. The steel shall be made by electric-furnace or basic-oxygen, may be cast by continuous process or in ingots, and the heads and threads of the spikes may be formed by hot- or cold-forming methods. Tension and bend tests of the material shall be made. Inspection, certification, and product marking are also covered.
|A66|Standard Specification for Steel Screw Spikes 39525|Active|A67|2005-03-01|00(2005)|Specification|Standard Specification for Steel Tie Plates, Low-Carbon and High-Carbon Hot-Worked|4|31.00|31.00|37.20||1.1 This specification covers steel tie plates for use in railroad track.
1.2 Two grades of tie plates are described: Grade 1, low carbon, and Grade 2, high-carbon-hot-worked.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are for information only.
|rails; railway applications; steel rails; steel tie plates; ICS Number Code 77.140.50||TRUE/A67|||0000-00-00|0000-00-00|M|||||A01.01|01.04|||MP7|||||A67|Standard Specification for Steel Tie Plates, Low-Carbon and High-Carbon Hot-Worked|A67||This specification deals with steel tie plates, low-carbon and high-carbon-hot-worked that are used in railroad tracks. The steel shall be manufactured by either basic-oxygen or electric-furnace processes and may be cast by a continuous process or in ingots. Both Grade 1 and Grade 2 tie plates may be sheared, punched, or slotted either hot or cold but only the latter may be placed into an enclosure to assure proper cooling. One bend test shall be made from each identified heat. The specimens for testing shall be taken from finished tie plates, longitudinally with the direction of rolling. They shall be rectangular in section and shall have two faces as rolled. If high carbon tie plates represented by bend tests fail to meet the requirements specified, they may be annealed not more than twice and be resubmitted for testing.
|A67|Standard Specification for Steel Tie Plates, Low-Carbon and High-Carbon... 61470|Active|A74|2008-05-01|08|Specification|Standard Specification for Cast Iron Soil Pipe and Fittings|44|56.00|56.00|67.20||1.1 This specification covers cast iron soil pipe and fittings for use in gravity flow plumbing, drain, waste and vent sanitary, and storm water applications. It establishes standards covering material, manufacture, mechanical and chemical properties, coating, test methods, inspection, certification, product markings, dimensions, and dimensional tolerances for extra heavy and service cast iron soil pipe and fittings. These pipe and fittings are not intended for pressure applications as the selection of the proper size for sanitary drain, waste, vent, and storm drain systems allows free air space for gravity drainage.
1.2 This specification covers pipe and fittings of the following patterns and, when so designated, shall apply to any other patterns that conform with the applicable requirements given in this specification.
1.2.1 Pipe:
| Tables | |
|---|---|
| Extra heavy, 2½ ft (0.75 m), 3½ft (1.0 m), 5 ft (1.5 m), 10 ft (3.0 m) lengths | 1, 2 |
| Service, 2½ ft (0.75 m), 3½ft (1.0 m), 5 ft (1.5 m), 10 ft (3.0 m) | 1, 2 |
| Outside dimensions (for detailing) | X1.1 |
1.2.2 Fittings:
| Tables | |
|---|---|
| ¼ bends; long ¼ bends | 3, 4 |
| ¼ bends, long low-hub | 5 |
| ¼ bends, low heel; high heel | 6, 7 |
| ¼ bends, short sweep; long sweep | 8 |
| ¼ bends, reducing long sweep | 9 |
| 1/5 bends | 10 |
| 1/6 bends | 10 |
| 1/8 bends; long 1/8 bends | 11 |
| 1/16 bends | 11 |
| Y branches | 12, 13 |
| Y branches, combination 1/8 bends, single | 14 |
| Y branches, combination 1/8 bends, double | 14 |
| Sanitary T branches, single | 15 |
| Sanitary T branches, double | 15 |
| Sanitary T branches, cleanout | 16 |
| Tapped sanitary T branches, single | 17 |
| Tapped sanitary T branches, double | 17 |
| T branches, single and double | 18 |
| Tapped T branches, single | 19 |
| Tapped T branches, double | 19 |
| T branches, cleanout | 20 |
| -45° offset fitting | 21 |
| Double hubs | 22 |
| Long double hubs | 22 |
| Reducers | 23 |
| Increasers | 24, 25 |
| P traps | 26, 27 |
| Deep seal P traps | 28 |
| Running traps | 29 |
| Screw plugs (brass) | 30 |
| Blind plugs | 31 |
| Iron-body ferrules | 32 |
| Side inlets | Fig. 3 |
| Closet bends | 33 |
| Tapping bosses | 34 |
| Reducing ¼ bend SV | 35 |
| Combination Y and 1/8 bend | 36 |
| ‘H’ branch fitting | 37 |
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
|cast iron; fitting; hub and spigot pipe; pipe; soil pipe; Cast iron soil pipe/fittings--specifications; Fittings; Iron pipe/fittings--specifications; ICS Number Code 23.040.40; 23.040.40; 23.040.40; 23.040.40||TRUE/A74|||0000-00-00|0000-00-00|M,B,D,I|||||A04.12|01.02|||MP4|||||A74|Standard Specification for Cast Iron Soil Pipe and Fittings|A74||This specification covers cast gray iron soil pipe and fittings for use in gravity flow plumbing, drain, waste and vent sanitary, and storm water applications. These pipe and fittings are not intended for pressure applications. The cast iron shall be produced by an established commercial method that provides control over chemical and physical properties. Castings shall be sound, true to pattern, and of compact close grain that permits drilling and cutting by ordinary methods and its interior surface shall be reasonably smooth and free from defects. Ferrous scrap, pig iron, and any recycled ferrous material to be used in the melting operation shall be screened for radioactivity. Tension test shall include breaking load, machined diameter, and tensile strength. Chemical test shall conform to the chemical composition requirements prescribed for phosphorous, sulfur, chromium, titanium, aluminum, lead, and carbon equivalent. Dimension requirements for hub, spigot, barrel, grooves, water seal and trap, and threads of the pipe and fittings are detailed. The pipe and fittings shall be uniformly coated with a material suitable for the purpose.
|A74|Standard Specification for Cast Iron Soil Pipe and Fittings 56429|Active|A82/A82M|2007-09-01|07|Specification|Standard Specification for Steel Wire, Plain, for Concrete Reinforcement|4|31.00|31.00|37.20||1.1 This specification covers cold-drawn steel wire, as-drawn or galvanized, to be used as such, or in fabricated form, for the reinforcement of concrete, in sizes not less than 2.03 mm [0.080 in.] nominal diameter.
1.2 Supplement S1 describes high-strength wire, which shall be furnished when specifically ordered. It shall be permissible to furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and the manufacturer.
1.3 The values stated in SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard (The inch-pound units are shown in brackets except in Table 6.)
|concrete reinforcement; reinforced concrete; reinforcing steels; steel wire; ICS Number Code 77.140.15; 77.140.15||TRUE/A82|||0000-00-00|0000-00-00|M,B,D,I|||||A01.05|01.04|||MP7|||||A82A82M|Standard Specification for Steel Wire, Plain, for Concrete Reinforcement|A82||This specification covers as cold-drawn or galvanized steel wires to be used as such, or in fabricated form, for the reinforcement of concrete. The steel shall be made by one of the following processes: open-hearth, electric furnace, or basic-oxygen. The wires shall be cold drawn from rods that have been hot rolled from billets. The tests described include tension, bending, and reduction of area tests. After undergoing tension test, the tensile and yield strength properties of the test specimen shall conform to the requirements of a reference material based on nominal area of the wire. The specimen for bend test shall withstand being bent at room temperature without cracking on the outside of the bent portion. The reduction of area shall be determined as described in a reference document.
|A82|Standard Specification for Steel Wire, Plain, for Concrete Reinforcement 54244|Active|A90/A90M|2007-05-01|07|Test Method|Standard Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings|5|36.00|36.00|43.20||1.1 This test method covers procedures for determining the weight [mass] of coating on iron or steel sheet, wire, and other articles in which the coating is zinc or a zinc alloy, such as zinc-5 % aluminum (including zinc-5 % aluminum-mischmetal and zinc-5 % aluminum-0.1 % magnesium) or 55 % aluminum-zinc. In the body of this test method, reference to zinc coating shall be interpreted to also include zinc alloy coating except where specifically stated otherwise.
1.2 The final results determined by this test method shall be expressed in inch-pound units or SI units, depending on the units used in the material specification to which the results are to be compared. Certain portions of the procedure involving determination of specimen weight [mass] have traditionally been performed in SI units, and corresponding inch-pound units are not included.
1.3 For sheet products, the final results are expressed as either coating weight [mass] total both sides, or coating weight [mass] separately on each side, depending on the specified requirements.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
This test method provides a standard method for determining the weight [mass] of coating for comparison with specification requirements. A coating of zinc on iron or steel articles provides protection against corrosion. As the protection is provided by sacrificial loss of zinc, the degree of protection is proportional to the weight [mass] of zinc coating. Specifications for zinc-coated articles frequently provide for different classes of coating so that the purchaser can select the coating weight [mass] most suitable to his needs.
||A90|Standard Test Method for Weight [Mass] of Coating on Iron and Steel... 29771|Active|A99|2003-09-10|03|Specification|Standard Specification for Ferromanganese|3|31.00|31.00|37.20||1.1 This specification covers ten grades of ferromanganese, designated as follows:
| Standard ferromanganese | Grade A |
| Grade B | |
| Grade C | |
| Medium-carbon ferromanganese | Grades A,B,C, and D |
| Nitrided | |
| Low-carbon ferromanganese | Grade A |
| Grade B |
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|ferroalloy; ferromanganese; ICS Number Code 77.100||TRUE/A99|||0000-00-00|0000-00-00|M|||||A01.18|01.02|||MP7|||||A99|Standard Specification for Ferromanganese|A99||This specification covers standards for ferromanganese (Grades A, B, and C), medium-carbon ferromanganese (Grades A, B, C, D, and nitrided) and low-carbon ferromanganese (Grades A and B). The ferroalloys shall conform to manganese, carbon, silicon, phosphorus, sulfur, and nitrogen contents specific to different material grades. Materials shall also adhere to content limits of arsenic, tin, lead and chromium. The material shall be available in standard sizes, tolerances, and friability ratings.
|A99|Standard Specification for Ferromanganese 52503|Active|A100|2007-03-01|07|Specification|Standard Specification for Ferrosilicon|6|36.00|36.00|43.20||1.1 This specification covers grades of ferrosilicon for steelmaking and foundry uses.
1.2 The values stated in inch-pound units are to be regarded as the standard. The metric equivalents of inch-pound units (SI units) given in parentheses may be approximate.
|ferroalloy; ferrosilicon; ICS Number Code 77.100; 77.100||TRUE/A100|||0000-00-00|0000-00-00|M|||||A01.18|01.02|||MP7|||||A100|Standard Specification for Ferrosilicon|A100||This specification covers grades of ferrosilicon used for steel-making and foundry. The grades shall conform to the required chemical composition for silicon, carbon, sulfur, phosphorous, aluminum, manganese, calcium, and boron. Sizes available of ferrosilicon for various grades are specified. Ferroalloys exhibit varying degrees of friability; therefore, some attrition may be expected in transit, storage, and handling. Chemical analysis of the material shall be made.
|A100|Standard Specification for Ferrosilicon 34338|Active|A101|2004-05-01|04|Specification|Standard Specification for Ferrochromium|3|31.00|31.00|37.20||1.1 This specification covers two types of ferrochromium designated as high carbon and low carbon, the latter including nitrogen-bearing and vacuum grades.
1.2 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.
|ferroalloys; ferrochromium; high carbon; low carbon; nitrogen-bearing; vacuum low carbon||TRUE/A101|||0000-00-00|0000-00-00|M|||||A01.18|01.02|||MP7|||||A101|Standard Specification for Ferrochromium|A101||This specification covers two types of ferrochromium designated as high carbon and low carbon, the latter including nitrogen-bearing and vacuum grades. The grades which are available in different sizes shall conform to the required chemical composition for chromium, carbon, silicon, sulfur, phosphorus, and nitrogen.
|A101|Standard Specification for Ferrochromium 34323|Active|A102|2004-05-01|04|Specification|Standard Specification for Ferrovanadium|3|31.00|31.00|37.20||1.1 This specification covers one grade of ferrovanadium.
1.2 The values given in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|ferrovanadium||TRUE/A102|||0000-00-00|0000-00-00|M|||||A01.18|01.02|||MP7|||||A102|Standard Specification for Ferrovanadium|A102||This specification covers different sizes of one grade of ferrovanadium. The material shall undergo chemical analysis and shall conform to the requirements as to composition of the following chemical elements: vanadium, carbon, silicon, aluminum, sulfur, and phosphorus.
|A102|Standard Specification for Ferrovanadium 41176|Active|A105/A105M|2005-06-01|05|Specification|Standard Specification for Carbon Steel Forgings for Piping Applications|5|36.00|36.00|43.20||1.1 This specification covers forged carbon steel piping components for ambient- and higher-temperature service in pressure systems. Included are flanges, fittings, valves, and similar parts ordered either to dimensions specified by the purchaser or to dimensional standards such as the MSS, ASME, and API specifications referenced in Section . Forgings made to this specification are limited to a maximum weight of 10000 lb [4540 kg]. Larger forgings may be ordered to Specification A 266/A 266M. Tubesheets and hollow cylindrical forgings for pressure vessel shells are not included within the scope of this specification. Although this specification covers some piping components machined from rolled bar and seamless tubular products (see ), it does not cover raw material produced in these product forms.
1.2 Supplementary requirements are provided for use when additional testing or inspection is desired. These shall apply only when specified individually by the purchaser in the order.
1.3 Specification A 266/A 266M covers other steel forgings and Specifications A 675/A 675M and A 696 cover other steel bars.
1.4 This specification is expressed in both inch-pound units and SI units. However, unless the order specifies the applicable "M" specification designation (SI units), the material shall be furnished to inch-pound units.
1.5 The values stated in either inch-pound units or SI are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
Note 1—The dimensionless designator NPS (nominal pipe size) has been substituted in this standard for such traditional terms as "nominal diameter," "size," and "nominal size."
|pipe fittings, steel; piping applications; pressure containing parts; steel flanges; steel forgings, carbon; steel valves; temperature service applications, elevated; temperature service applications, high; ICS Number Code 77.140.85||TRUE/A105|||0000-00-00|0000-00-00|B,D,M,CH|||||A01.22|01.01|||MP7|||||A105A105M|Standard Specification for Carbon Steel Forgings for Piping Applications|A105||This specification covers standards for forged carbon steel piping components, that is, flanges, fittings, valves, and similar parts, for use in pressure systems at ambient and higher-temperature service conditions. Materials shall be subjected to heat treatment (annealing, normalizing, tempering, or quenching). Material shall conform to carbon, manganese, phosphorus, sulfur, silicon, copper, nickel, chromium, molybdenum and vanadium contents. The forgings shall be subjected to tension, hardness and hydrostatic tests, with the latter applicable when required. Material shall adhere to tensile strength, yield strength, elongation, reduction of area, and hardness requirements. Guidelines for retreatment, repair by welding, and product marking are given.
|A105|Standard Specification for Carbon Steel Forgings for Piping Applications 63035|Active|A106/A106M|2008-07-15|08|Specification|Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service|9|36.00|36.00|43.20||1.1 This specification covers seamless carbon steel pipe for high-temperature service (Note 1) in NPS 1/8 to NPS 48 [DN 6 to DN 1200] (Note 2) inclusive, with nominal (average) wall thickness as given in ASME B 36.10M. It shall be permissible to furnish pipe having other dimensions provided such pipe complies with all other requirements of this specification. Pipe ordered under this specification shall be suitable for bending, flanging, and similar forming operations, and for welding. When the steel is to be welded, it is presupposed that a welding procedure suitable to the grade of steel and intended use or service will be utilized.
Note 1—It is suggested, consideration be given to possible graphitization.
Note 2—The dimensionless designator NPS (nominal pipe size) [DN (diameter nominal)] has been substituted in this standard for such traditional terms as “nominal diameter,” “size,” and “nominal size.”
1.2 Supplementary requirements of an optional nature are provided for seamless pipe intended for use in applications where a superior grade of pipe is required. These supplementary requirements call for additional tests to be made and when desired shall be so stated in the order.
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.4 The following precautionary caveat pertains only to the test method portion, Sections 11, 12, and 13 of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. |carbon steel pipe; seamless steel pipe; steel pipe; Carbon steel pipe--specifications; High-temperature service applications--steel pipe; ICS Number Code 23.040.10||TRUE/A106|||0000-00-00|0000-00-00|M,B,D,I,CH|||||A01.09|01.01|||MP7|||||A106A106M|Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service|A106||
This specification covers carbon steel pipe for high-temperature service. These pipes are suitable for welding, bending, flanging, and similar forming operations. Mechanical testing of the specimens shall include tensile, bending, flattening, hydrostatic and nondestructive electric tests. Specimens undergoing bending tests shall consist of sections cut from a pipe. For flattening tests, the specimens shall be smooth on the ends and burr-free, except when made on crop ends. All tests shall be performed in room temperature. If any test specimen shows flaws it can be discarded and substituted for another test specimen. Before testing, if a specimen has scribe scratches, a retest shall be allowed. A retest shall also be allowed if a specimen breaks in an inside or outside surface flaw.
|A106|Standard Specification for Seamless Carbon Steel Pipe for... 56154|Active|A108|2007-09-01|07|Specification|Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished|7|36.00|36.00|43.20||1.1 This specification covers cold-finished carbon and alloy steel bars produced in straight length and coil to chemical compositions. Cold-finished bars are suitable for heat treatment, for machining into components, or for use in the as-finished condition as shafting, or in constructional applications, or for other similar purposes (Note 1). Grades of steel are identified by grade numbers or by chemical composition.
Note 1A guide for the selection of steel bars is contained in Practice A 400.
1.2 Some end uses may require one or more of the available designations shown under Supplementary Requirements. Supplementary requirements shall apply only when specified individually by the purchaser.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|alloy steel; carbon steel; cold-finished; steel bar; ICS Number Code 77.140.60||TRUE/A108|||0000-00-00|0000-00-00|M,B,D,N,CH|||||A01.15|01.05||A108-07|MP7|||||A108|Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished|A108||This specification covers cold-finished carbon and alloy steel bars for heat treatment, machining into components, or for as-finished condition as shafting or in constructional applications. The steel materials shall be cold drawn, turned, ground, polished, hot wrought, cold rolled, and heat treated. The steel specimens shall undergo chemical analysis.
|A108|Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished 29929|Active|A109/A109M|2003-09-10|03|Specification|Standard Specification for Steel, Strip, Carbon (0.25 Maximum Percent), Cold-Rolled|9|36.00|36.00|43.20||1.1 This specification covers cold-rolled carbon steel strip in cut lengths or coils, furnished to closer tolerances than cold-rolled carbon steel sheet, with specific temper, with specific edge or specific finish, and in sizes as follows:
| Width, in. | Thickness, in. |
| Over 1/2 to 2315/16 | 0.300 and under |
| Over 12.5 to 600 mm | 7.6 mm and under |
1.2 Cold-rolled strip is produced with a maximum specified carbon not exceeding 0.25 percent.
1.3 Strip tolerance products may be available in widths wider than 2315/16 in. [600 mm] by agreement between purchaser and supplier. However, such products are technically classified as cold rolled sheet. This specification does not include cold-rolled carbon spring steel, Specification A 682/A 682M. The tolerances, finishes, tempers, edges, and available widths and thicknesses differentiate cold rolled strip from the product known as cold rolled sheet which is defined by Specification A 568/A 568M and Specification A 682/A 682M.
1.4 For the purpose of determining conformance with this specification, values shall be rounded to the nearest unit in the right hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29.
1.5 The SI portions of the tables contained herein list permissible variations in dimensions and mass (see Note 0) in SI (metric) units. The values listed are not exact conversions of the values listed in the inch-pound tables, but instead are rounded or rationalized values. Conformance to SI tolerances is mandatory when the "M" specification is used.
Note 1—The term weight is used when inch-pound units are the standard. However, under SI the preferred term is mass.
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems will result in nonconformance with the specification.
1.7 This specification is expressed in both inch-pound units and SI units. However, unless the order specifies the applicable "M" specification designation (SI units), the material shall be furnished to inch-pound units.
|carbon steel, strip; cold rolled steel strip; steel strip; ICS Number Code 77.140.50||TRUE/A109|||0000-00-00|0000-00-00|M,D,N|||||A01.19|01.03|||MP7|||||A109A109M|Standard Specification for Steel, Strip, Carbon (0.25 Maximum Percent), Cold-Rolled|A109||This specification covers cold-rolled carbon steel strip in cut lengths or coils, furnished to closer tolerances than cold-rolled carbon steel sheet. The steel shall be made by the open-hearth, basic-oxygen, or electric-furnace process. Cold-rolled carbon strip specified to temper numbers shall conform to the Rockwell hardness requirements. Bend tests shall be conducted in accordance with requirements specified.
|A109|Standard Specification for Steel, Strip, Carbon (0.25 Maximum Percent),... 35104|Active|A111|2004-05-01|99a(2004)e1|Specification|Standard Specification for Zinc-Coated (Galvanized) Iron Telephone and Telegraph Line Wire|3|31.00|31.00|||1.1 This specification covers two grades of "iron" wire with Class A, Class B, and Class C zinc coatings, suitable for use in telephone, telegraph, and signal transmission. The two grades covered are designated Grade EBB (extra best best) and Grade BB (best best).
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
|iron products-zinc coated; steel wire-zinc coated; telephone/telegraph wire; ICS Number Code 33.120.20||TRUE/A111|||0000-00-00|0000-00-00|M|||||A05.12|01.06|||MP7|||||A111|Standard Specification for Zinc-Coated (Galvanized) Iron Telephone and Telegraph Line Wire|A111||This specification covers the standard requirements for iron wire with Class A, Class B, and Class C zinc coatings suitable for use in telephone, telegraph, and signal transmission lines. The zinc used for the coatings shall be of any grade while the base metal shall be made by any commercially-accepted steel-making process. The wire shall be furnished in coils of one continuous length and the welds made prior to the final drawing shall be permitted. Stripping, mechanical, and electrical tests shall be performed, wherein the specimens shall conform to the following required physical, mechanical, and electrical properties: weight and adherence of the coating; breaking strength, elongation, and ductility of the galvanized wire; and weight resistivity of the wire. Finished products shall be furnished in compact coils reasonably symmetrical in shape and marked showing the size, grade, class of coating, ASTM designation, and the name or mark of the manufacturer.
|A111|Standard Specification for Zinc-Coated (Galvanized) "Iron" Telephone and... 43371|Active|A116|2005-10-01|05|Specification|Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric|6|36.00|36.00|43.20||1.1 This specification covers metallic-coated steel fence fabric having a series of horizontal (line) wires, with vertical (stay) wires woven or wrapped around the line wires, forming rectangular openings. The fence fabric is suitable for use in fences for farm field enclosure (to keep domestic animals in or out), for highway or railroad right-of-way fencing (to control access), and other similar uses.
1.2 This specification covers fence fabric in various designs, tensile strength grades, and metallic coating types and grades.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.4 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.
|fence fabric; fencing material; metallic coated steel wire; steel wire; wire; ICS Number Code 77.140.65||TRUE/A116|||0000-00-00|0000-00-00|M,B|||||A05.12|01.06|||MP7|||||A116|Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric|A116||This specification covers metallic-coated steel-woven wire fence fabric having a series of horizontal (line) wires, with vertical (stay) wires either wrapped around the line wire (hinge joint) or fixed with another separate wire to the line wire (continuous stay fixed knot joint), forming rectangular openings. The fence fabric is suitable for use in fences for farm field enclosure (to keep domestic animals in or out), for wildlife and exotic animal control, for highway or railroad right-of-way fencing (to control access), and other similar uses. This specification covers fence fabric in various designs of tensile strength grades, namely: Grade 60, Grade 125, and Grade 175, metallic coating types, namely: Type A, Type Z, and Type ZA, and metallic coating classes, namely: Class 1, Class 3, Class 20, Class 40, and Class 80. The steel wire shall be coated prior to fabrication and the coating weight [mass] shall conform to the specified breaking strength and tensile strength. Requirements for construction including splicing and fence fabric length are detailed. Typical fence fabric dimensions for design numbers are illustrated. Tests for coating weight and breaking strength shall be performed.
|A116|Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric 55985|Active|A121|2007-09-01|07|Specification|Standard Specification for Metallic-Coated Carbon Steel Barbed Wire|4|31.00|31.00|37.20||1.1 This specification covers metallic-coated steel barbed wire, consisting of a strand of two wires.
1.2 The barbed wire is available with aluminum, zinc, and zinc-5 % aluminum-mischmetal alloy coatings, with a number of coating weights, in a number of different constructions (designs), and in two grades. Not all designs are available in all coating types.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in brackets are for information only.
1.4 The text of this specification references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.
|barbed wire; carbon steel wire; metallic coated steel wire; steel barbed wire; wire; ICS Number Code 77.140.65||TRUE/A121|||0000-00-00|0000-00-00|M,B,D|||||A05.12|01.06|||MP7|||||A121|Standard Specification for Metallic-Coated Carbon Steel Barbed Wire|A121||This specification covers metallic-coated carbon steel barbed wire, consisting of a strand of two wires. The barbed wire is available with aluminum, zinc, and zinc-aluminum-mismatched alloy coatings with a number of coating weights. The barbed wire is classified as coating Type A, Type Z, and Type ZA. The sizes and constructions for barbed wire furnished under this specification shall conform the requirements. Sampling, testing and inspection of the material shall be performed in accordance with this specification.
|A121|Standard Specification for Metallic-Coated Carbon Steel Barbed Wire 63152|Active|A123/A123M|2008-07-01|08|Specification|Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products|8|36.00|36.00|43.20||1.1 This specification covers the requirements for zinc coating (galvanizing) by the hot-dip process on iron and steel products made from rolled pressed and forged shapes, castings, plates, bars, and strips.
1.2 This specification covers both unfabricated products and fabricated products, for example, assembled steel products, structural steel fabrications, large tubes already bent or welded before galvanizing, and wire work fabricated from uncoated steel wire. This specification also covers steel forgings and iron castings incorporated into pieces fabricated before galvanizing or which are too large to be centrifuged (or otherwise handled to remove excess galvanizing bath metal).
Note 1—This specification covers those products previously addressed in Specifications A 123-78 and A 386-78.
1.3 This specification does not apply to wire, pipe, tube, or steel sheet which is galvanized on specialized or continuous lines, or to steel less than 22 gage (0.0299 in.) [0.76 mm] thick.
1.4 The galvanizing of hardware items that are to be centrifuged or otherwise handled to remove excess zinc (such as bolts and similar threaded fasteners, castings and rolled, pressed and forged items) shall be in accordance with Specification A 153/A 153M
1.5 Fabricated reinforcing steel bar assemblies are covered by the present specification. The galvanizing of separate reinforcing steel bars shall be in accordance with Specification A 767/A 767M
1.6 This specification is applicable to orders in either inch-pound units (as A 123) or SI units (as A 123M). Inch-pound units and SI units are not necessarily exact equivalents. Within the text of this specification and where appropriate, SI units are shown in parentheses. Each system shall be used independently of the other without combining values in any way. In the case of orders in SI units, all testing and inspection shall be done using the metric equivalent of the test or inspection method as appropriate. In the case of orders in SI units, such shall be stated to the galvanizer when the order is placed.
|coatings—zinc; galvanized coatings; steel products—metallic coated; zinc coatings—steel products; Galvanized materials/structures/surfaces--specifications; Hot-dip (galvanized) coatings--specifications; Steel forgings--specifications; Steel hardware--zinc coatings; Steel plate (zinc-coated (galvanized)); Steel strip--zinc coatings; Wax coatings--specifications; Zinc-coated steel plate--specifications; Zinc coatings--specifications; ICS Number Code 25.220.40||TRUE/A123|||0000-00-00|0000-00-00|M,B,D|||||A05.13|01.06|2|A123/A123M-08|MP7|||||A123A123M|Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products|A123||This specification covers the standard requirements for hot-dip galvanized zinc coatings on iron and steel products made from rolled pressed and forged shapes, castings, plates, bars, and strips. This specification deals with both unfabricated products and fabricated products, for example, assembled steel products, structural steel fabrications, large tubes already bent or welded before galvanizing, and wire work fabricated from uncoated steel wire. Also covered here are steel forgings and iron castings incorporated into pieces fabricated before galvanizing or those too large to be centrifuged (or otherwise handled to remove excess galvanizing bath metal).
|A123|Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and... 54796|Active|A125|2007-03-01|96(2007)|Specification|Standard Specification for Steel Springs, Helical, Heat-Treated|6|36.00|36.00|||1.1 This specification covers hot-coiled, heat-treated helical compression springs with tapered, closed, squared and ground ends made of hot-wrought round steel bars 3/8 in. (9.5 mm) and larger in diameter.
1.2 This specification also serves to inform the user of practical manufacturing limits, mechanical tests, and inspection requirements applicable to the type of spring described in 1.1.
1.3 Supplementary Requirements S1 to S8 inclusive of an optional nature are provided. They shall apply only when specified by the purchaser. Details of these supplementary requirements shall be agreed upon by the manufacturer and purchaser.
1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only).
|steel springs; ICS Number Code 21.160||TRUE/A125|||0000-00-00|0000-00-00||||||A01.15|01.05|||MP7|||||A125|Standard Specification for Steel Springs, Helical, Heat-Treated|A125||This specification covers the standard for hot-coiled, heat-treated helical compression springs with tapered, closed, squared and ground ends made of hot-wrought round steel bars. Cross sections for hot-wrought round, square, and round-cornered square bars of steel of the bar diameter shall be taken into consideration when designing and calculating the solid height, spring rate, solid stress, and solid capacity. The spring shall undergo quenching and tempering to have sufficiently high hardness and withstand the stresses developed in testing. Springs with specific indentation diameter shall not exceed the specified Brinell hardness numbers. The spring shall meet the metallurgical requirement, end construction, physical requirements such as measurements, solid height, free height, loaded height, permanent set, uniformity of pitch, outside diameter and calculations of solid capacity and uncorrected solid stress.
|A125|Standard Specification for Steel Springs, Helical, Heat-Treated 34060|Active|A126|2004-05-01|04|Specification|Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings|3|31.00|31.00|37.20||1.1 This specification covers three classes of gray iron for castings intended for use as valve pressure retaining parts, pipe fittings, and flanges.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
Note 1The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
|gray iron castings; pressure retaining parts; ICS Number Code 23.040.40; 23.040.60||TRUE/A126|||0000-00-00|0000-00-00|M,B,D,I,CH|||||A04.01|01.02|||MP4|||||A126|Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings|A126||This guide covers standard specification for three classes of gray iron for castings intended for use as valve pressure retaining parts, pipe fittings, and flanges. Chemical analysis shall be performed in each lot and shall conform to the required chemical composition for phosphorous and sulfur. Tension test shall be conducted on each class of gray iron castings and shall conform to the specified values of tensile strength. Tension test specimens shall have threaded ends and shall conform to the prescribed dimensions.
|A126|Standard Specification for Gray Iron Castings for Valves, Flanges, and... 57517|Active|A128/A128M|2007-11-01|93(2007)|Specification|Standard Specification for Steel Castings, Austenitic Manganese|2|31.00|31.00|||1.1 This specification covers Hadfield austenitic manganese steel castings and alloy modifications.
1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
|austenitic manganese steel; manganese steel; steel castings; ICS Number Code 77.140.80||TRUE/A128|||0000-00-00|0000-00-00|M,D|||||A01.18|01.02|||MP7|||||A128A128M|Standard Specification for Steel Castings, Austenitic Manganese|A128||This specification covers Hadfield austenitic manganese steel castings and alloy modifications. The castings shall be suitably heat treated to achieve toughness and ductility. This heat treatment shall consist of uniformly heating the castings to a temperature applicable for grade of steel produced. The steel shall conform to the requirements as to chemical composition prescribed. Weld repairs shall be inspected to the same quality standards as are used to inspect the castings.
|A128|Standard Specification for Steel Castings, Austenitic Manganese 60135|Active|A131/A131M|2008-03-01|08|Specification|Standard Specification for Structural Steel for Ships|7|36.00|36.00|||1.1 This specification covers structural steel plates, shapes, bars, and rivets intended primarily for use in ship construction.
1.2 Material under this specification is available in the following categories:
1.2.1 Ordinary Strength—Grades A, B, D, and E with a specified minimum yield point of 34 ksi [235 MPa], and
1.2.2 Higher Strength—Grades AH, DH, EH, and FH with a specified minimum yield point of 46 ksi [315 MPa], 51 ksi [350 MPa], or 57 ksi [390 MPa].
1.3 Shapes and bars are normally available as Grades A, AH32, and AH36. Other grades may be furnished by agreement between the purchaser and the manufacturer.
1.4 The maximum thickness of products furnished under this specification is 4 in. [100 mm] for plates and 2 in. [50 mm] for shapes and bars.
1.5 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A 6/A 6M
1.6 The values stated in either inch-pound units or SI units are to be regarded separately as the standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.
|bars; higher strength; ordinary strength; plates; rivets; shapes; ship construction; steel; structural steel; High-strength structural steel--specifications; Riveted construction--specifications; Structural steel (SS) bars--specifications; Structural steel (SS) plate--specifications; Structural steel (SS) shapes--specifications; Shipbuilding steel materials (structural); Structural shipbuilding materials/applications; Ordinary-strength steel; ICS Number Code 47.020.05; 47.020.05; ICS Number Code 47.020.05||TRUE/A131|||0000-00-00|0000-00-00|M|||||A01.02|01.04|||MP7|||||A131A131M|Standard Specification for Structural Steel for Ships|A131||This specification covers structural steel plates, shapes, bars, and rivets for use in ship construction. Materials under this specification can be categorized as ordinary strength and higher strength. Plates in all thicknesses shall be normalized or thermo-mechanical control processed while shapes and bars in all thicknesses shall be heat treated and rolled. Heat analysis of ordinary strength structural steel shall be used to determine the required chemical composition for carbon, manganese, phosphorus, sulfur, nickel, chromium, molybdenum, silicon, and copper. Same analysis shall be used to higher strength structural steel to determine the required chemical composition for carbon, manganese, phosphorus, sulfur, silicon, vanadium, aluminum, titanium, nickel, chromium, molybdenum, silicon, copper, nickel, and niobium. Materials shall conform to the required metallurgical structure which shall be evaluated by determining the average grain size. Mechanical properties such as elongation and toughness shall be evaluated using tension test and Charpy V-notch impact test.
|A131|Standard Specification for Structural Steel for Ships 34324|Active|A132|2004-05-01|04|Specification|Standard Specification for Ferromolybdenum|3|31.00|31.00|37.20||1.1 This specification two grades of ferromolybdenum.
1.2 The values stated in inch-pound units are to be regarded as the standard.
|ferromolybdenum; molybdenum||TRUE/A132|||0000-00-00|0000-00-00|M|||||A01.18|01.02|||MP7|||||A132|Standard Specification for Ferromolybdenum|A132||This specification covers different sizes of two grades of ferromolybdenum. The material shall conform to the requirements as to composition of the following chemical elements: molybdenum, carbon, phosphorus, sulfur, silicon, and copper.
|A132|Standard Specification for Ferromolybdenum 43283|Active|A134|2005-10-01|96(2005)|Specification|Standard Specification for Pipe, Steel, Electric-Fusion (Arc)-Welded (Sizes NPS 16 and Over)|4|31.00|31.00|||1.1 This specification covers electric-fusion (arc)-welded straight seam or spiral seam steel pipe NPS 16 and over in diameter (inside or outside as specified by purchaser), with wall thicknesses up to 3/4 in. (19.0 mm), inclusive. Pipe having other dimensions may be furnished provided such pipe complies with all other requirements of this specification.
Note 1—Acceptability for many services may be controlled by codes or standards such as those published by the American National Standards Institute and American Society of Mechanical Engineers.
Note 2—For testing methods not specifically covered in this specification, reference can be made to Test Methods and Definitions A 370, with particular reference to Annex A 2 on Steel Tubular Products. Note 3—A comprehensive listing of standardized pipe dimensions is contained in ANSI B 36.10.1.2 The values stated in inch-pound units are to be regarded as the standard.
Note 4—The dimensionless designator NPS (nominal pipe size) has been substituted in this standard for such traditional terms as "nominal diameter", "size", and "nominal size".
1.3 The following precautionary caveat pertains specifically to Section 5 of this specification.This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
|electric-fusion-welded steel pipe; steel pipe-steel plate pipe; steel plate pipe; ICS Number Code 23.040.10||TRUE/A134|||0000-00-00|0000-00-00|M,D|||||A01.09|01.01|||MP7|||||A134|Standard Specification for Pipe, Steel, Electric-Fusion (Arc)-Welded (Sizes NPS 16 and Over)|A134||This specification covers electric-fusion (arc)-welded straight seam or spiral seam steel pipes with diameters NPS 16 and larger. The materials for these pipes as well as the welding procedure shall conform to other ASTM standards listed herein. This standard also contains requirements for the permissible weight and dimension variations and pipe lengths.
|A134|Standard Specification for Pipe, Steel, Electric-Fusion (Arc)-Welded... 46291|Active|A135/A135M|2006-03-01|06|Specification|Standard Specification for Electric-Resistance-Welded Steel Pipe|9|36.00|36.00|43.20||1.1 This specification covers two grades of electric-resistance-welded steel pipe in NPS 2 to NPS 30 [DN 50 to DN 750] inclusive, with nominal (average) wall thickness up to 0.500 in. [12.70 mm], inclusive, and in nominal sizes NPS 3/ 4 to NPS 5 [DN 20 to DN 125] inclusive with nominal (average) wall thickness 0.083 in. [2.11 mm] to 0.134 in. [3.40 mm], depending on size. Pipe having other dimensions (Note 0) may be furnished provided such pipe complies with all other requirements of this specification. The pipe is intended for conveying gas, vapor, water or other liquid; only Grade A is adapted for flanging and bending (Note 0). The suitability of pipe for various purposes is somewhat dependent upon its dimensions, properties, and conditions of service, so that the purpose for which the pipe is intended should be stated in the order. The pipe may be furnished either nonexpanded or cold expanded at the option of the manufacturer. When pipe is cold expanded, the amount of expansion shall not exceed 1.5 % of the outside diameter pipe size. Note 0A comprehensive listing of standardized pipe dimensions is contained in ASME B36.10M.
Note 0This provision is not intended to prohibit the cold bending of Grade B pipe.
1.2 The values stated in either SI or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system is to be used independently of the other.
|eddy current testing; electric resistance welded pipe; hydrostatic testing; plain end pipe; Schedule 10 pipe; threaded pipe; ICS Number Code 23.040.10; 23.040.10||TRUE/A135|||0000-00-00|0000-00-00|M,B,D|||||A01.09|01.01|||MP7|||||A135A135M|Standard Specification for Electric-Resistance-Welded Steel Pipe|A135||This specification covers two grades of electric-resistance-welded steel pipe intended for conveying gas, vapor, water or other liquid. The steel shall be made by either or both basic-oxygen or electric-furnace processes. Steel may be cast in ingots or may be strand cast. The pipe shall be manufactured from flat rolled steel in individual lengths or continuous length by electric-resistance or electric-induction welding without the addition of extraneous material. The weld seam of electric-resistance welded pipe to Grade B pipe shall be heat treated after welding or processed in such a manner that no untempered martensite remains. Tensile and chemical requirements of the steel are provided. Specimens of the steel pipes are subject to flattening test and hydrostatic test. A nondestructive electric test, either electromagnetic (eddy current) or ultrasonic test, may be preferred as an alternate to the hydrostatic test.
|A135|Standard Specification for Electric-Resistance-Welded Steel Pipe 33649|Active|A139/A139M|2004-03-01|04|Specification|Standard Specification for Electric-Fusion (Arc)-Welded Steel Pipe (NPS 4 and Over)|6|36.00|36.00|43.20||1.1 This specification covers five grades of electric-fusion (arc)-welded straight-seam or helical-seam steel pipe. Pipe of NPS 4 (Note 1) and larger with nominal (average) wall thickness of 1.0 in. [25.4 mm] and less are covered. Listing of standardized dimensions are for reference (Note 2). The grades of steel are pipe mill grades having mechanical properties which differ from standard plate grades. The pipe is intended for conveying liquid, gas, or vapor.
Note 2—A comprehensive listing of standardized pipe dimensions is contained in ASME B36.10M.
Note 3—The suitability of pipe for various purposes is somewhat dependent on its dimensions, properties, and conditions of service. For example, for high-temperature service see applicable codes and Specification A 691.
1.2 The values stated in either inch-pound units or in SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values in each system are not exact equivalents; therefore, each system is to be used independently of the other.
|arc welded steel pipe; fusion welded steel pipe; steel pipe; welded steel pipe; ICS Number Code 23.040.10; 23.040.10||TRUE/A139|||0000-00-00|0000-00-00|M,B,D,A|||||A01.09|01.01|||MP7|||||A139A139M|Standard Specification for Electric-Fusion (Arc)-Welded Steel Pipe (NPS 4 and Over)|A139||This specification covers five grades of electric-fusion(arc)-welded straight-seam or helical steel pipe including pipe of NPS 4 and over. The required chemical composition, tensile requirements of the steel, and the tensile requirements of the production welds are presented. Heat analysis of each heat of steel was made to determine the percentage of the elements as per chemical requirements. Tests to be performed shall include one longitudinal tension test for the steel, one reduced-section production weld test for the pipe, and hydrostatic test for each length of the pipe.
|A139|Standard Specification for Electric-Fusion (Arc)-Welded Steel Pipe (NPS 4... 54245|Active|A143/A143M|2007-05-01|07|Practice|Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement|3|31.00|31.00|37.20||1.1 This practice covers procedures that can be followed to safeguard against the possible embrittlement of steel hot-dip galvanized after fabrication, and outlines test procedures for detecting embrittlement. Conditions of fabrication may induce a susceptibility to