Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill

SIGNIFICANCE AND USE
This is not a routine test. The values recorded are applicable only to the manhole being tested and at the time of testing.
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. Users are hereby cautioned that misuse or misapplication of the test criteria contained herein can cause permanent damage to the system being tested.
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.
1.3 This test method is the companion to metric Test Method C1244M; therefore, no SI equivalents are shown in this test method.  
1.4 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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C1244 −11
Standard Test Method for
Concrete Sewer Manholes by the Negative Air Pressure
1
(Vacuum) Test Prior to Backfill
This standard is issued under the fixed designation C1244; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope C969 Practice for Infiltration and Exfiltration Acceptance
Testing of Installed Precast Concrete Pipe Sewer Lines
1.1 This test method covers procedures for testing precast
C1244M Test Method for Concrete Sewer Manholes by the
concrete manhole sections when using the vacuum test method
Negative Air Pressure (Vacuum) Test Prior to Backfill
to demonstrate the integrity of the installed materials and the
(Metric)
construction procedures. This test method is used for testing
concrete manhole sections utilizing mortar, mastic, or gasketed
3. Terminology
joints.
3.1 For definitions of terms relating to manholes, see
1.2 This test method is intended to be used as a preliminary
Terminology C822.
test to enable the installer to demonstrate the condition of the
concrete manholes prior to backfill. Users are hereby cautioned
4. Summary of Practice
that misuse or misapplication of the test criteria contained
4.1 All lift holes and any pipes entering the manhole are to
herein can cause permanent damage to the system being tested.
be plugged.Avacuum will be drawn and the vacuum drop over
NOTE 1—Vacuum test criteria presented in this test method are similar
a specified time period is used to determine the acceptability of
to those in general use. The test and criteria have been widely and
the manhole.
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.
5. Significance and Use
1.3 This test method is the companion to metric Test
5.1 This is not a routine test. The values recorded are
Method C1244M; therefore, no SI equivalents are shown in
applicable only to the manhole being tested and at the time of
this test method.
testing.
1.4 This standard does not purport to address all of the
6. Preparation of the Manhole
safety problems, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
6.1 All lift holes shall be plugged.
priate safety and health practices and determine the applica-
6.2 All pipes entering the manhole shall be temporarily
bility of regulatory limitations prior to use.
plugged, taking care to securely brace the pipes and plugs to
prevent them from being drawn into the manhole.
2. Referenced Documents
2
2.1 ASTM Standards:
7. Procedure
C822 Terminology Relating to Concrete Pipe and Related
7.1 The test head shall be placed at the top of the manhole
Products
in accordance with the manufacturer’s recommendations.
C924 Practice for Testing Concrete Pipe Sewer Lines by
7.2 A vacuum of 10 in. Hg shall be drawn on the manhole,
Low-Pressure Air Test Method
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.
1
This test method is under the jurisdiction of ASTM Committee C13 on
Manholes and Specials.
7.3 The manhole is acceptable if the time for the vacuum
Current edition approved Nov. 1, 2011. Published November 2011. Originally
reading to drop from 10 in. Hg to 9 in. Hg meets or exceeds the
´1
approved in 1993. Last previous edition approved in 2005 as C1244 – 05a . DOI:
values indicated in Table 1.
10.1520/C1244-11.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
7.4 If the manhole fails the initial test, the manhole shall be
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
repaired by an approved method until a satisfactory test is
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. obtained.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1244−11
TABLE 1 Minimum Test Times for Various Manhole Diameters (30 TABLE 1 Minimum Test Times for Various Manhole Diameters (30
– 120 in.) in Seconds – 120 in.) in Seconds (continued)
Diameter, in. Diameter, in.
Depth (ft) Depth (ft)
30 33 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120
Time, in seconds Time, in seconds
<4 6 7 7 9 10 12 13 15 16 <4 18 19 21 23 24 25 27 29
6 9 10 11 13 15 18 20 22 25 6 26 2931 34 3638 41 43
811 12 14 17 20 23 26 29 33 8 35 3841 45 4851 54 57
10 14 15 18 21 25 29 33 36 41 10 44 48 52 56 60 63 67 71
12 17 18 21 25 30 35 39 4
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
´1
Designation:C1244–05a Designation: C1244 – 11
Standard Test Method for
Concrete Sewer Manholes by the Negative Air Pressure
1
(Vacuum) Test Prior to Backfill
This standard is issued under the fixed designation C1244; 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 (´) indicates an editorial change since the last revision or reapproval.
1
´ NOTE—Table1 was reformatted editorially in February 2006.
1. 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.
1.2Thistestmethodisintendedtobeusedasapreliminarytesttoenabletheinstallertodemonstratetheconditionoftheconcrete
manholes prior to backfill.
1.3This 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.
1.4ThistestmethodisthecompaniontometricTestMethodC1244M;therefore,noSIequivalentsareshowninthistestmethod.
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. Users are hereby cautioned that misuse or misapplication of the test criteria contained herein
can cause permanent damage to the system being tested.
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.
1.3 This test method is the companion to metric Test Method C1244M; therefore, no SI equivalents are shown in this test
method.
1.4 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C822 Terminology Relating to Concrete Pipe and Related Products
C924 Practice for Testing Concrete Pipe Sewer Lines by Low-Pressure Air Test Method
C969 Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines
C1244M Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill (Metric)
3. Terminology
3.1 For definitions of terms relating to manholes, see Terminology C822.
4. Summary of Practice
4.1 All lift holes and any pipes entering the manhole are to be plugged. A vacuum will be drawn and the vacuum drop over a
specified time period is used to determine the acceptability of the manhole.
1
This test method is under the jurisdiction ofASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.06 on Manholes and Specials.
Current edition approved Oct.Nov. 1, 2005.2011. Published November 2005.2011. Originally approved in 1993. Last previous edition approved in 2005 as C1244 – 05a
´1. DOI: 10.1520/C1244-05AE01.10.1520/C1244-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM 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.
1

---------------------- Page: 1 ----------------------
C1244 – 11
TABLE 1 Minimum Test Times for Various Manhole Diameters
(30 – 120 in.) in Seconds
Diameter, in.
Depth (ft)
30 33 36 42 48 54 60 66 72
Time, in seconds
<4 6 7 7 9 10 12 13 15 16
6 9 10 11 13 15 18 20 22 25
811 12 14 17 20 23 26 29 33
10 14 15 18 21 25 29 33 36 41
12 17 18 21 25 30 35 39 43 49
14 20 21 25 30 35 41 46 51 57
16 22 24 29 34 40 46 52 58 67
18 25 27 32 38 45 52 59 65 73
20 28 30 35 42 50 53 65 72 81
22 31 33 39 46 55 64 72 79 89
24 33 36 42 51 59 64 78 87 97
26 36 39 46 55 64 75 85 94 105
28 39 42 49 59 69 81 91 101 113
30 42 45 53 63 74
...

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