ASTM C1244-02e1
(Test Method)Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill
Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill
SCOPE
1.1 This test method covers procedures for testing precast concrete manhole sections when using the vacuum test method to demonstrate the integrity of the installed materials and the construction procedures. This test method is used for testing concrete manhole sections utilizing mortar, mastic, or gasketed joints.
1.2 This test method is intended to be used as a preliminary test to enable the installer to demonstrate the condition of the concrete manholes prior to backfill.
1.3 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.
1.4 This test method is the companion to metric Test Method C 1244M; therefore, no SI equivalents are shown in this test method.
Note 1—Vacuum test criteria presented in this test method are similar to those in general use. The test and criteria have been widely and successfully used in testing manholes.
Note 2—The user of this test method is advised that no correlation has been found between vacuum (air) and hydrostatic tests.
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Designation: C 1244 – 02
Standard Test Method for
Concrete Sewer Manholes by the Negative Air Pressure
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(Vacuum) Test Prior to Backfill
This standard is issued under the fixed designation C 1244; 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.
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e NOTE—Permissive language and a value in Table 1 were editorially corrected in August 2004.
1. Scope Low-Pressure Air Test Method
C 969 Practice for Infiltration and Exfiltration Acceptance
1.1 This test method covers procedures for testing precast
Testing of Installed Precast Concrete Pipe Sewer Lines
concrete manhole sections when using the vacuum test method
to demonstrate the integrity of the installed materials and the
3. Terminology
construction procedures. This test method is used for testing
3.1 For definitions of terms relating to manholes, see
concrete manhole sections utilizing mortar, mastic, or gasketed
Terminology C 822.
joints.
1.2 This test method is intended to be used as a preliminary
4. Summary of Practice
test to enable the installer to demonstrate the condition of the
4.1 All lift holes and any pipes entering the manhole are to
concrete manholes prior to backfill.
be plugged.Avacuum will be drawn and the vacuum drop over
1.3 This standard does not purport to address all of the
a specified time period is used to determine the acceptability of
safety problems, if any, associated with its use. It is the
the manhole.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
5. Significance and Use
bility of regulatory limitations prior to use.
5.1 This is not a routine test. The values recorded are
1.4 This test method is the companion to metric Test
applicable only to the manhole being tested and at the time of
Method C 1244M; therefore, no SI equivalents are shown in
testing.
this test method.
6. Preparation of the Manhole
NOTE 1—Vacuum test criteria presented in this test method are similar
to those in general use. The test and criteria have been widely and
6.1 All lift holes shall be plugged.
successfully used in testing manholes.
6.2 All pipes entering the manhole shall be temporarily
NOTE 2—The user of this test method is advised that no correlation has
plugged, taking care to securely brace the pipes and plugs to
been found between vacuum (air) and hydrostatic tests.
prevent them from being drawn into the manhole.
2. Referenced Documents
7. Procedure
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2.1 ASTM Standards:
7.1 The test head shall be placed at the top of the manhole
C 822 Terminology Relating to Concrete Pipe and Related
in accordance with the manufacturer’s recommendations.
Products
7.2 A vacuum of 10 in. Hg shall be drawn on the manhole,
C 924 Practice for Testing Concrete Pipe Sewer Lines by
the valve on the vacuum line of the test head closed, and the
vacuum pump shut off. The time shall be measured for the
vacuum to drop to 9 in. Hg.
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This practice is under the jurisdiction of ASTM Committee C13 on Concrete
7.3 The manhole is acceptable if the time for the vacuum
Pipe and is the direct responsibility of Subcommittee C13.06 on Manholes and
reading to drop from 10 in. Hg to 9 in. Hg meets or exceeds the
Specials.
values indicated in Table 1.
Current edition approved April 10, 2002. Published June 2002. Originally
published as C 1244 – 93. Last previous edition C 1244 – 93(2000).
7.4 If the manhole fails the initial test, the manhole shall be
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
repaired by an approved method until a satisfactory test is
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
obtained.
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
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C1244–02
TABLE 1 Minimum Test Times for Various Manhole Diameters in
7.5 Use or failure of this vacuum test shall not preclude
Seconds
acceptance by appropriate water infiltration or exfiltration
Diameter, in.
testing, (see Practice C 969), or other means.
Depth (ft)
30 33 36 42 48 54 60 66 72
Time, in seconds
8. Precision and Bias
8 11 12 141720 23 26 29 33
8.1 No justifiable statement is presently capable of being
10 14 15 18 21 25 29 33 36 41
made either on the precision or bias of this procedure, since the
12 17 18 21 25 30 35 39 43 49
14 20 21 25 30 35 41 46 51 57
test result merely states whether there is conformance to the
16 22 24 29 34 40 46 52 58 67
criteria for the suc
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