ASTM STANDARDS

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  Designation  
C 12 Standard Practice for Installing Vitrified Clay Pipe Lines1
C 425 Standard Specification for Compression Joints for Vitrified Clay Pipe and Fittings1
C 700 Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated1
C 1208 Vitrified Clay Pipe and Joints for Use in Jacking, Sliplining, and Tunnels1
C 301 Standard Test Methods for Vitrified Clay Pipe1
C 828 Standard Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines1
C 1091 Standard Test Method for Hydrostatic Infiltration and Exfiltration Testing of Vitrified Clay Pipe Lines1
C 896 Standard Terminology Relating to Clay Products1

Designation:C 12

Standard Practice
for Installing Vitrified Clay Pipe Lines1

1. Scope

1.1 This practice covers the proper methods of installing vitrified clay pipe lines in order to fully utilize the structural properties of such pipe.

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.

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.

"Extracted, with permission, from C 12, Standard Specification for Installing Virtrified Clay Pipe Lines, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C425

Standard Specification
for Compression Joints for Vitrified Clay Pipe and Fittings1

1. Scope

1.1 This specification covers materials and test requirements for compression joints for vitrified clay pipe and fittings. See Specification C 700 for pipe specifications. The test requirements are applicable to pipe joint assemblies prior to field installation of pipe.

1.2 Terminology C 896 can be used for clarification of terminology in this specification.

1.3 In developing the metric conversions used in the standards under the jurisdiction of Committee C-4, recognition has been made of the variable nature of clays, so that neither "soft" nor "hard" conversions, as they are defined in Practice E 380, have been made. For example, the inch is considered to be 25 mm instead of 25.4 mm.

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.

NOTE-Pipe should he installed in accordance with Practice C 12.

1.5 The following precautionary caveat pertains only to the Test Requirements portion, Section 7, of 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 applicabi/ity of regulatory limitations prior to use.

"Extracted, with permission, from C 425, Standard Specification for Compression Joints for Vitrified Clay Pipe and Fittings, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C700

Standard Specification for
Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated
1

1. Scope

1.1 This specification establishes the criteria for acceptance, prior to installation, of extra strength and standard strength vitrified clay pipe and fittings to be used for the conveyance of sewage, industrial wastes, and storm water; and extra strength perforated and standard strength perforated vitrified clay pipe to be used for underdrainage, filter fields, leaching fields, and similar subdrainage installations.

1.2 The values stated in inch-pound units are to be regarded as the standard.

NOTE-Attention is called to Specification C425, Test Method C 828, Test Methods C 301, and Terminology C 896.

1.3 In developing the metric conversions used in the standards under the jurisdiction of Committee C-4, recognition has been made of the variable nature of clays, so that neither "soft" nor "hard" conversions, as they are defined in Practice F 380, have been made. For example, the inch is considered to be 25 mm instead of 25.4 mm.

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.

1.5 The following precautionary caveat pertains only to the Test Method portion, 5.2 through 5.2.3.2 of this standard: This standard does not purport to address all of the saftety 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.

"Extracted, with permission, from C 700, Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C1208

Standard Specification for
Vitrified Clay Pipe and Joints for Use in Jacking, Sliplining, and Tunnels
1

1. Scope

1.1 This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay pipe to be used in jacking, sliplining, in casings, and in tunnels for the conveyance of sewage, industrial wastes, and storm water.

1.1.1 Sections 3 through 6, and 8 of this specification contain manufacturing, quality assurance testing, inspection, and product marking criteria which are applicable to vitrified clay pipe prior to installation.

1.1.2 Section 7 of this specification contains criteria for the installation and field acceptance testing of vitrified clay pipe.

1.2 This specification also covers materials and test requirements for jointing of the pipe.

1.3 This specification is the companion to SI Specification C 1208M; therefore, no SI equivalents are shown in this specification.

1.4 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.

"Extracted, with permission, from C 1208, Standard Specification for Vitrified Clay Pipe and Joints for Use in Jacking, Sliplining, and Tunnels, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C301

Standard Test Methods for
Vitrified Clay Pipe1

1. Scope

1.1 These test methods cover the equipment for, and the techniques of, testing vitrified clay pipe prior to installation. Tests using whole pipe determines the resistance to crushing and hydrostatic forces. Tests using pipe fragments measure the amount of water absorption of the pipe body and the quantity of acid-soluble material that may be extracted from it.

1.2 The values stated in inch-pound units are to be regarded as the standard. The values stated in parentheses are for information only.

1.3 This standard does not purport to address the safety problems, 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.

NOTE 1-The following standards also apply to clay pipe and can be referenced for further information: Practice C 12 and Test Method C 828; Specifications C 425 and C 700.

"Extracted, with permission, from C 301, Standard Test Methods for Vitrified Clay Pipe, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C828

Standard Test Method for
Low-Pressure Air Test of Vitrified Clay Pipe Lines1

1. Scope

1 This test method defines procedures for testing vitrified clay pipe lines, using low-pressure air, to demonstrate the structural integrity of the installed line.

1.2 This test method shall be performed on lines after connection laterals, if any, have been plugged and braced adequately to withstand the test pressure, and after the trenches have been backfilled for a sufficient time to generate a significant portion of the ultimate trench load on the pipeline. The time between completion of the backfill operation and low-pressure air testing shall be determined by the approving authority.

1.3 This test method may also be used as a preliminary test, which enables the installer to demonstrate the condition of the line prior to backfill and further construction activities.

1.4 This test method is suitable for testing gravity-flow sewer pipe constructed of vitrified clay or combinations of clay and other pipe materials.

1.5 Definitions C 896, is to be used for clarification of terminology in this test method.

1.6 In developing the metric conversions used in the standards under the jurisdiction of Committee C-4, recognition has been made of the variable nature of clays, so that neither "soft" nor "hard" conversions, as they are defined in Practice E 380, have been made. For example, the inch is considered to be 25 mm instead of 25.4 mm.

1.7 The values stated in inch-pound units are to be regarded as the standard.

1.8 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems 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.

"Extracted, with permission, from C 828, Standard Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C1091

Standard Test Method for
Hydrostatic Infiltration and Exfiltration Testing of Vitrified Clay Pipe Lines1

1. Scope

1.1 This test method defines procedures for hydrostatically testing vitrified clay pipe lines, to demonstrate the structural integrity of the installed line.

1.2 This test method is suitable for testing gravity-flow pipe lines constructed of vitrified clay pipe or combinations of clay pipe and other pipe materials.

1.3 This test method is applicable to the testing of the pipe lines only. Manholes or other structures should be tested separately.

1.4 The values stated in inch-pound units are to he regarded as the standard. The values given in parenthesis are provided for information only.2

1.5 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the iser of this standard to establish appropiate safety and health practices and determine the applicability of regilatory limitations prior to use.

"Extracted, with permission, from C 1091, Standard Test Method for Hydrostatic Infiltration and Exfiltration Testing of Vitrified Clay Pipe Lines, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

Designation:C896

Standard Terminology Relating to Clay Products1

approving authority-the individual official, board, department, or agency established and authorized by a state, county, city, or other political subdivision, created by law to administer and enforce specified requirements.

backfill-all the material used to fill the trench from bedding to finished surface.

backfill, final-material used to fill the trench from initial backfill to finished surface.

backfill, initial-material used to fill the trench from top of bedding to a designated height over the pipe.

backfill, unconsolidated-non-compacted material in place in the trench.

"Extracted, with permission, from C 896, Standard Terminology Relating to Clay Products, copyright American Society for testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, PA 19428."

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Last modified: June 6, 2002