Standard Practice for Proper Use of Mechanical Trenchless Point Repair Sleeve with Locking Gear Mechanism for Pipes of Varying Inner Diameter and Offset Joints

SIGNIFICANCE AND USE
4.1 This practice is for use by design engineers, specifiers, regulatory agencies, owners, installers, and inspection organizations who are involved in the rehabilitation of pipes through the use of a Mechanical Trenchless Point Repair Sleeve with a Locking Gear Mechanism for Pipes of Varying Inner Diameter and Offset Joints within a damaged existing pipe.  
4.2 This practice applies to the following types of defects in pipe that can be repaired: longitudinal, radial and circumferential cracks, fragmentation, leaking joints, displacement or joint misalignment, closing or sealing unused laterals, corrosion, spalling, wear, leaks in the barrel of the pipe, deformation in the pipe and root penetration. There are no limitations on the diameters of the laterals that can be sealed. The degree of deformation that can be repaired is dependent on the minimum and maximum diameters for which the sleeve is applicable as listed in the tables of dimensions shown in Appendix X1 but shall never exceed 5 %.  
4.3 This practice applies to pipes made of vitrified clay, concrete, reinforced concrete, plastics, glass reinforced plastics, cast iron, ductile iron and steel for both pressure and non-pressure applications.  
4.4 In this practice, no issues of snagging waste or build-up of sludge or sediment have been recorded to date; the performance of this sleeve, however, depends on many factors; therefore, past operational records may not include all possible future conditions under which the user may install these sleeves.  
4.5 The suitability of the technology covered in this practice for a particular application shall be jointly decided by the authority, the engineer and the installer.
SCOPE
1.1 This practice establishes minimum requirements for good practices for the materials and installation of mechanical trenchless repair sleeve with a locking gear mechanism for pipes of varying inner diameter and offset joints in the range of 6 to 72 in. (150 to 1800 mm).  
1.2 This practice applies to storm, potable water, wastewater and industrial pipes, conduits and drainage culverts.  
1.3 When the specified materials are used in manufacturing the sleeve and installed in accordance with this practice, the sleeve shall extend over a predetermined length of the host pipe as a continuous, tight fitting, corrosion resistant and verifiable non-leaking pipe repaired using one or more pieces of the repair sleeve mechanism. The maximum internal pressure this sleeve can carry depends on the diameter and the wall thickness, ranging from 10 to 15 bars; the external pressure shall not exceed 1.5 bars.  
1.4 All materials in contact with potable water shall be certified to meet NSF/ANSI 61/372.  
1.5 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.6 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. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

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Publication Date
14-Nov-2014
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ASTM F3110-14 - Standard Practice for Proper Use of Mechanical Trenchless Point Repair Sleeve with Locking Gear Mechanism for Pipes of Varying Inner Diameter and Offset Joints
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Standards Content (Sample)

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: F3110 − 14
Standard Practice for
Proper Use of Mechanical Trenchless Point Repair Sleeve
with Locking Gear Mechanism for Pipes of Varying Inner
1
Diameter and Offset Joints
This standard is issued under the fixed designation F3110; 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 2. Referenced Documents
2
1.1 This practice establishes minimum requirements for 2.1 ASTM Standards:
good practices for the materials and installation of mechanical A240 Specification for Chromium and Chromium-Nickel
trenchless repair sleeve with a locking gear mechanism for Stainless Steel Plate, Sheet, and Strip for Pressure Vessels
pipes of varying inner diameter and offset joints in the range of and for General Applications
6 to 72 in. (150 to 1800 mm). A666 Specification forAnnealed or Cold-WorkedAustenitic
Stainless Steel Sheet, Strip, Plate, and Flat Bar
1.2 Thispracticeappliestostorm,potablewater,wastewater
3
2.2 NASSCO Guidelines:
and industrial pipes, conduits and drainage culverts.
Specifications for Sewer Collection System Rehabilitation
4
1.3 When the specified materials are used in manufacturing
2.3 European Standard:
the sleeve and installed in accordance with this practice, the
EN681-1 Elastomericseals—Materialsrequirementforpipe
sleeveshallextendoverapredeterminedlengthofthehostpipe
joint seals used in water and drainage applications—Part
as a continuous, tight fitting, corrosion resistant and verifiable
1: Vulcanized rubber
5
non-leaking pipe repaired using one or more pieces of the
2.4 NSF/ANSI Standards:
repair sleeve mechanism. The maximum internal pressure this
NSF/ANSI 61 Drinking water system components
sleeve can carry depends on the diameter and the wall
NSF/ANSI 372 Drinking water system components
thickness, ranging from 10 to 15 bars; the external pressure
shall not exceed 1.5 bars. 3. Terminology
1.4 All materials in contact with potable water shall be 3.1 Definitions of Terms Specific to This Standard:
certified to meet NSF/ANSI 61/372.
3.1.1 access point, n—upstream or downstream locations
that serve as the point of entry or exit for the point repair of the
1.5 The values stated in inch-pound units are to be regarded
existing pipe.
as standard. The values given in parentheses are mathematical
3.1.2 bladder, n—an apparatus, when pressurized, inflates a
conversions to SI units that are provided for information only
and are not considered standard. tube that presses against the inner pipe walls.
3.1.3 EPDM rubber, n—ethylene propylene diene monomer
1.6 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the rubber formed to yield wide ranging engineering properties
using a synthetic process.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
bilityofregulatorylimitationspriortouse.Particularattention
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
is drawn to those safety regulations and requirements involving
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
entering into and working in confined spaces.
the ASTM website.
3
Available from NationalAssociation of Sewer Service Companies (NASSCO),
1
This practice is under the jurisdiction ofASTM Committee F36 on Technology 2470 Longstone Lane, Suite M, Marriottsville, MD 21104, http://nassco.org.
4
and Underground Utilities and is the direct responsibility of Subcommittee F36.20 Available from European Committee for Standardization (CEN), Avenue
on Inspection and Renewal of Water and Wastewater Infrastructure. Marnix 17, B-1000, Brussels, Belgium, http://www.cen.eu.
5
Current edition approved Nov. 15, 2014. Published January 2015. DOI: 10.1520/ Available fromAmerican National Standards Institute (ANSI), 25 W. 43rd St.,
F3110-14. 4th Floor, New York, NY 10036, http://www.ansi.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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F3110 − 14
3.1.4 finished thickness, n—the finished sleeve thickness 4.5 Thesuitabilityofthetechnologycoveredinthispractice
after installation. for a particular application shall be jointly decided by the
authority, the engineer and the installer.
3.1.5 hydrophilic, n—a material that is moisture activated
with expansion characteristics of 5–8 times its original thick-
5. Essential Components Forming the Sleeve and Their
ness.
Function
...

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