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

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1.1 This test method defines procedures for hydrostatically testing vitrified clay pipe lines, to demonstrate the structural integrity of the installed line. Refer to Practice C 12.
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 be regarded as the standard. The values given in parentheses are provided for information only.
1.5 This standard does not purport to address all of 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.

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09-Feb-2003
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ASTM C1091-03 - Standard Test Method for Hydrostatic Infiltration and Exfiltration Testing of Vitrified Clay Pipe Lines
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1091 – 03
Standard Test Method for
Hydrostatic Infiltration and Exfiltration Testing of Vitrified
1
Clay Pipe Lines
This standard is issued under the fixed designation C 1091; 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.
1. Scope significant portion of the ultimate trench load on the pipe line.
The time between completion of the backfill operation and
1.1 This test method defines procedures for hydrostatically
hydrostatic testing shall be established by the approving
testing vitrified clay pipe lines, to demonstrate the structural
authority.
integrity of the installed line. Refer to Practice C 12.
1.2 This test method is suitable for testing gravity-flow pipe
5. Significance and Use
lines constructed of vitrified clay pipe or combinations of clay
5.1 The tests called for herein, for their results, indicate the
pipe and other pipe materials.
acceptability of installed vitrified clay pipelines.
1.3 This test method is applicable to the testing of the pipe
lines only. Manholes or other structures should be tested
6. Preparation of the Line
separately.
6.1 To ensure the proper seating of the test plugs and the
1.4 The values stated in inch-pound units are to be regarded
accuracy of the test, the lines should be cleaned prior to testing.
as the standard. The values given in parentheses are provided
6.2 Examples of methods for cleaning the lines are the
for information only.
sewer cleaning ball and high pressure flushing equipment.
1.5 This standard does not purport to address all of the
safety problems, if any, associated with its use. It is the
7. Procedure
responsibility of the user of this standard to establish appro-
7.1 Infiltration Testing:
priate safety and health practices and determine the applica-
7.1.1 This test procedure is applicable where the measured
bility of regulatory limitations prior to use.
water table is 2 ft (610 mm) or greater above the pipe barrel at
the midpoint of the test section (see Note 1). Where the ground
2. Referenced Documents
water elevation is indeterminate, less than 2 ft (610 mm) above
2.1 ASTM Standards:
2 the top of the pipe barrel, or the line is partially below the water
C 12 Practice for Installing Vitrified Clay Pipe Lines
table, use a combination of both the air test and infiltration
C 828 Test Method for Low-Pressure Air Test of Vitrified
2 procedure.
Clay Pipe Lines
2
C 896 Terminology Relating to Clay Products NOTE 1—What can be called false infiltration represents condensate on
the pipe walls. This may amount to as much as 50 gal/in.
3. Terminology
diameter·mile·day (4.6 L/mm diameter·kilometre·day). Thus, evaluate
flow in the pipeline for this condition.
3.1 Terminology C 896 can be used for clarifications of
terminology in this test method. 7.1.2 Determine the allowable infiltration rate for the test
section using Table 1.
4. Summary of Test Method
7.1.3 Discontinue all pumping of ground water for a period
4.1 This test method shall be performed on lines after
of 24 h prior to testing.
connection laterals, if any, have been plugged and adequately
7.1.4 Plug the inlet to the test section to be tested. It is
braced to withstand the test pressure, and after the trenches
usually necessary to also plug the inlet of the upper manhole to
have been backfilled for a sufficient time to generate a
prevent the manhole from filling with water or provide a
method of de-watering the manhole or remotely removing the
plug at the inlet to the test section. Securely plug all lateral
1
This test method is under the jurisdiction of ASTM Committee C04 on Vitrified
inlets to the line.
Clay Pipe and is the direct responsibility of Subcommittee C04.20 on Methods of
7.1.5 To determine the infiltration rate, measure the flow at
Test and Specifications.
Current edition approved February 10, 2003. Published May 2003. Originally
the outlet of the test section.
published in 1988. Last previous edition approved in 1999 as C 1091 – 99.
2
Annual Book of ASTM Standards, Vol 04.05.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C1091–03
TABLE 1 Allowable Infiltration/Exfiltration Test Rate in Gallons/
7.2.4 Affix a standpipe with a minimum of 2-in. (50–mm)
100 ft of Line/Hour (Litre/Metre/Hour)
diameter to the plug and adequately support. The standpipe
nominal pipe nominal pipe
will be of sufficient
...

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