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ASTM C1208/C1208M-01

(Specification)

Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels

Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels

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 microtunneling, sliplining, pipe bursting, in casings, and in tunnels for the conveyance of sewage, industrial wastes, and storm water.
1.1.1 Sections 3 through 7 and 9 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 8 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 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.
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.

General Information

Status
Historical
Publication Date
09-Jan-2002
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C04 - Vitrified Clay Pipe
Drafting Committee
C04.20 - Methods of Test and Specifications
Current Stage
Ref Project

Relations

Replaces
ASTM C1208/C1208M-00 - Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels
Effective Date
10-Jan-2002
Replaced By
ASTM C1208/C1208M-02 - Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels
Effective Date
10-Jan-2002

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ASTM C1208/C1208M-01 - Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and TunnelsASTM C1208/C1208M-01 - Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels
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ASTM C1208/C1208M-01 - Standard Specification for Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1208/C 1208M – 01
Standard Specification for
Vitrified Clay Pipe and Joints for Use in Microtunneling,
1
Sliplining, Pipe Bursting, and Tunnels
This standard is issued under the fixed designation C 1208/C 1208M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
2
1. Scope tration Testing of Vitrified Clay Pipe Lines
D 395 Test Methods for Rubber Property—Compression
1.1 This specification establishes the criteria for the manu-
3
Set
facture, quality assurance testing, inspection, installation, field
D 412 Test Methods for Vulcanized Rubber and Thermo-
acceptance testing, and product marking of vitrified clay pipe
3
plastic Rubbers and Thermoplastic Elastomers—Tension
to be used in microtunneling, sliplining, pipe bursting, in
D 471 Test Method for Rubber Property—Effect of Liq-
casings, and in tunnels for the conveyance of sewage, industrial
3
uids
wastes, and storm water.
D 518 Test Method for Rubber Deterioration—Surface
1.1.1 Sections 3 through 7 and 9 of this specification contain
3
Cracking
manufacturing, quality assurance testing, inspection, and prod-
D 543 Practices for Evaluating the Resistance of Plastics to
uct marking criteria which are applicable to vitrified clay pipe
4
Chemical Reagents
prior to installation.
D 573 Test Method for Rubber—Deterioration in an Air
1.1.2 Section 8 of this specification contains criteria for the
3
Oven
installation and field acceptance testing of vitrified clay pipe.
D 1149 Test Method for Rubber Deterioration—Surface
1.2 This specification also covers materials and test require-
3
Ozone Cracking in a Chamber
ments for jointing of the pipe.
D 2240 Test Method for Rubber Property—Durometer
1.3 The values stated in either inch-pound units or SI units
3
Hardness
are to be regarded separately as standard. Within the text, the
SI units are shown in brackets. The values stated in each
3. Terminology
system are not exact equivalents; therefore, each system shall
3.1 Definitions— Terminology C 896 can be used for clari-
be used independently of the other. Combining values from the
fication of terminology in this specification.
two systems may result in nonconformance with the specifi-
cation.
PIPE
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
4. Materials and Manufacture
responsibility of the user of this standard to establish appro-
4.1 Vitrified clay pipe shall be manufactured from fire clay,
priate safety and health practices and determine the applica-
shale, surface clay, or a combination of these materials that,
bility of regulatory limitations prior to use.
when formed into pipe and fired to suitable temperatures,
yields a product that conforms to this specification.
2. Referenced Documents
4.2 Test Requirements for Pipe:
2.1 ASTM Standards:
4.2.1 Test Samples:
C 67 Test Methods for Sampling and Testing Brick and
4.2.1.1 When requested, test samples representative of the
2
Structural Clay Tile
pipe to be used shall be selected by the purchaser or his
2
C 301 Test Methods for Vitrified Clay Pipe
representative from the supplier’s stock.
C 828 Test Method for Low-Pressure Air Test of Vitrified
4.2.1.2 The number of samples to be tested shall not exceed
2
Clay Pipe Lines
0.5 % of the number of pipe of each size furnished, except that
2
C 896 Terminology Relating to Clay Products
no less than three samples shall be tested.
C 1091 Test Method for Hydrostatic Infiltration and Exfil-
4.2.1.3 If any of the test samples fail to meet the require-
ments of 4.2.2 through 4.2.5, the manufacturer will be allowed
1 to retest two additional samples representative of the original
This specification is under the jurisdiction of ASTM Committee C04 on
material for each one that failed. The pipe will be acceptable if
Vitrified Clay Pipe and is the direct responsibility of Subcommittee C04.20 on
Methods of Test and Specifications.
Current edition approved July 10, 2001. Published August 2001. Originally
published as C 1208–91 and C 1208M–91. Last previous edition C 1208/
3
C 1208M–00. Annual Book of ASTM Standards, Vol 09.01.
2 4
Annual Book of ASTM Standards, Vol 04.05. Annual Book of ASTM Standards, Vol 08.01.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 1208/C 1208M
TABLE 1 Three Edge Bearing Strength TABLE 3 Hydrostatic Pressure Test Time
Nominal Diameter, in. Bearing Strength, lb/linear ft Barrel Thickness, in. Test Time, min
4 2000 Up to and including 1 7
6 2000 Over 1 including 1.5 9
8 2200 Over 1.5 includi
...

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This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay pipe to be used in microtunneling, pilot tube microtunneling, sliplining, pipe bursting, and in casings and tunnels for the conveyance of sewage, industrial wastes, and storm water. Vitrified clay pipe shall be manufactured from fire clay, shale, surface clay, or a combination of these materials that, when formed into pipe and fired to suitable temperatures, yields a product that conforms to this specification. Pipes of nominal diameters shall meet the prescribed bearing strength requirements. The clay pipe shall undergo the following tests: compressive strength test; hydrostatic pressure test; absorption test; and acid resistance test. The pipe shall conform to the required sizes and dimensions. The pipe shall not deviate from straight by more than a specified value when the maximum offset is measured from the concave side of the pipe. The pipe wall thickness shall be a suitable dimension to adequately distribute the field jacking forces. There shall be no fractures or cracks passing through the carrel, visible to the unaided eye. Chips, fractures, or blisters on the pipe shall not exceed a specified value in any surface dimension and shall not exceed a required depth of the minimum thickness of the barrel. Principles of joint design, test requirements, and test methods for assembled joints shall also be indicated.
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1.1 This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay jacking pipe to be used in microtunneling, the pilot tube method, sliplining, pipe bursting, and in casings and tunnels for the conveyance of sewage, industrial wastes, and storm water.  
1.1.1 Sections 3 through 7 and 9 of this specification contain manufacturing, quality assurance testing, inspection, and product marking criteria which are applicable to vitrified clay pipe prior to installation.  
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1.2 This specification also covers materials and test requirements for jointing of the pipe.  
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4.1 Meaning and Suitability—The tests called for herein, from their results, indicate the suitability and acceptability of vitrified clay pipe for specifications acceptance, design purposes, regulatory statutes, manufacturing control, and research.
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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.
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This specification covers 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. Vitrified clay pipe shall be manufactured from fire clay, shale, surface clay, or a combination of these materials that, when formed into pipe and fired to suitable temperatures. Pipe shall meet the bearing strength requirements prescribed. The manufacturer shall at his option, apply either a hydrostatic pressure test or an absorption test to all of the test specimens in each size and run of the pipe. The absorption of vitrified clay pipe shall not exceed 8%. The acid resistance test is used to determine the resistance of pipe to the action of acids encountered in sanitary sewers.
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This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay pipe to be used in microtunneling, pilot tube microtunneling, sliplining, pipe bursting, and in casings and tunnels for the conveyance of sewage, industrial wastes, and storm water. Vitrified clay pipe shall be manufactured from fire clay, shale, surface clay, or a combination of these materials that, when formed into pipe and fired to suitable temperatures, yields a product that conforms to this specification. Pipes of nominal diameters shall meet the prescribed bearing strength requirements. The clay pipe shall undergo the following tests: compressive strength test; hydrostatic pressure test; absorption test; and acid resistance test. The pipe shall conform to the required sizes and dimensions. The pipe shall not deviate from straight by more than a specified value when the maximum offset is measured from the concave side of the pipe. The pipe wall thickness shall be a suitable dimension to adequately distribute the field jacking forces. There shall be no fractures or cracks passing through the carrel, visible to the unaided eye. Chips, fractures, or blisters on the pipe shall not exceed a specified value in any surface dimension and shall not exceed a required depth of the minimum thickness of the barrel. Principles of joint design, test requirements, and test methods for assembled joints shall also be indicated.
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1.1 This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay jacking pipe to be used in microtunneling, the pilot tube method, sliplining, pipe bursting, and in casings and tunnels for the conveyance of sewage, industrial wastes, and storm water.  
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4.1 This practice is useful as a reference by an owner and the owner’s engineer in preparing project specifications.
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1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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Note 1: The user of this practice is advised that methods described herein may also be used as a preliminary test to enable the manufacturer or installer to demonstrate the condition of sewer pipe prior to delivery.  
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1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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