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

SIGNIFICANCE AND USE
The tests called for herein, for their results, indicate the acceptability of installed vitrified clay pipelines.
SCOPE
1.1 This test method defines procedures for hydrostatic infiltration testing of new installations of 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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ASTM C1091-03a - Standard Test Method for Hydrostatic Infiltration Testing of Vitrified Clay Pipe Lines
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C 1091 – 03a
Standard Test Method for
1
Hydrostatic Infiltration Testing of Vitrified 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 braced to withstand the test pressure, and after the trenches
have been backfilled and compacted.
1.1 This test method defines procedures for hydrostatic
infiltration testing of new installations of vitrified clay pipe
5. Significance and Use
lines, to demonstrate the structural integrity of the installed
5.1 The tests called for herein, for their results, indicate the
line. Refer to Practice C 12.
acceptability of installed vitrified clay pipelines.
1.2 This test method is suitable for testing gravity-flow pipe
lines constructed of vitrified clay pipe or combinations of clay
6. Preparation of the Line
pipe and other pipe materials.
6.1 To ensure the proper seating of the test plugs and the
1.3 This test method is applicable to the testing of the pipe
accuracyofthetest,thelinesshouldbecleanedpriortotesting.
lines only. Manholes or other structures should be tested
6.2 Examples of methods for cleaning the lines are the
separately.
sewer cleaning ball and high pressure flushing equipment.
1.4 The values stated in inch-pound units are to be regarded
as the standard. The values given in parentheses are provided
7. Procedure
for information only.
7.1 The hydrostatic infiltration test procedure is applicable
1.5 This standard does not purport to address all of the
where the measured water table is 2 ft (610 mm) or greater
safety problems, if any, associated with its use. It is the
above the pipe barrel at the lower manhole of the test section.
responsibility of the user of this standard to establish appro-
Where the ground water elevation is indeterminate, less than 2
priate safety and health practices and determine the applica-
ft (610 mm) above the top of the pipe barrel, or the line is
bility of regulatory limitations prior to use.
partially below the water table, use a combination of both the
air test and infiltration procedure.
2. Referenced Documents
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2.1 ASTM Standards:
NOTE 1—The most practical method for testing is Test Method C 828,
and is recommended. However, where ground water is present and meets
C 12 Practice for Installing Vitrified Clay Pipe Lines
thecriteriaestablishedin7.1,theinfiltrationtestprocedureoutlinedinthis
C 828 Test Method for Low-Pressure Air Test of Vitrified
practice is recommended.
Clay Pipe Lines
C 896 Terminology Relating to Clay Products 7.2 Determine the allowable infiltration rate for the test
section using Table 1.
3. Terminology
NOTE 2—What can be called false infiltration represents condensate on
3.1 Terminology C 896 can be used for clarifications of
the pipe walls.
terminology in this test method.
7.3 The test rate table is based on the standard of 50 gal/in.
4. Summary of Test Method diameter·mile·day (4.6 L/mm diameter·kilometre·day).
7.4 Table 1 shows the allowable infiltration rate in
4.1 This test method shall be performed on lines after
gallons · 100 ft of pipe · hour (litres per 30.5 metres · hour) for
connection laterals, if any, have been plugged and adequately
each nominal pipe size.
7.5 If the test section includes more than one pipe size,
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This test method is under the jurisdiction ofASTM Committee C04 onVitrified
calculate the allowable test rate for each size and add to arrive
Clay Pipe and is the direct responsibility of Subcommittee C04.20 on Methods of
at the total allowable test rate for the test section.
Test and Specifications.
Current edition approved October 1, 2003. Published October 2003. Originally
published in 1988. Last previous edition approved in 2003 as C 1091 – 03.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C 1091 – 03a
TABLE 1 Allowable Infiltration Test Rate in Gallons/100 ft of
7.8 Begin collection and measurement after constant flow is
Line · Hour (Litre/Metre · Hour)
generated at the test section outlet. Collect the infiltration in a
nominal pipe nominal pipe
calibrated container or use a calibrated weir.
gal/100 ft · h gal/100 ft · h
size, size
(L/m · h) (L/m · h)
7.9 Terminate the infiltration test when sufficient water is
in. (mm) in. (mm)
collect
...

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