ASTM F2561-20

Standard Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner

SIGNIFICANCE AND USE
4.1 This practice is for use by designers and specifiers, regulatory agencies, owners, and inspection organizations who are involved in the rehabilitation of sewer service laterals and its connection to the main through the use of a resin-impregnated tube installed within an existing sewer lateral. As for any practice, modifications may be required for specific job conditions.
SCOPE
1.1 This practice covers requirements and test methods for the reconstruction of a sewer service lateral pipe having an inner diameter of 3 to 12 in. (7.6 to 30.5 cm) and its connection to the main pipe having an inner diameter of 6 to 24 in. (15.2 to 61.0 cm) and up the lateral a maximum of 150 ft (46 m) without excavation. The lateral pipe is accessed remotely from the main pipe and from a lateral access point. This will be accomplished by the installation of a resin impregnated one-piece main and lateral cured-in-place lining (MLCIPL) by means of air inflation and inversion. The MLCIPL is pressed against the host pipe by pressurizing a bladder and is held in place until the thermoset resins have cured. When cured, the MLCIPL shall be a continuous, one piece, tight fitting, corrosion resistant lining extending over a predetermined length of the lateral pipe and the adjacent section of the main pipe, providing a verifiable non-leaking structural connection and seal.  
1.2 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.  
1.3 There is no similar or equivalent ISO Standard.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

• Status: Published
• Publication Date: 29-Feb-2020
• ICS: 93.030 - External sewage systems
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Refers: ASTM F412-20 - Standard Terminology Relating to Plastic Piping Systems
• Effective Date: 01-Apr-2020

Standards Content (Sample)

This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: F2561 − 20
Standard Practice for
Rehabilitation of a Sewer Service Lateral and Its Connection
to the Main Using a One Piece Main and Lateral Cured-in-
1,2
Place Liner
This standard is issued under the fixed designation F2561; 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* 1.3 There is no similar or equivalent ISO Standard.
1.4 This standard does not purport to address all of the
1.1 This practice covers requirements and test methods for
safety concerns, if any, associated with its use. It is the
the reconstruction of a sewer service lateral pipe having an
responsibility of the user of this standard to establish appro-
innerdiameterof3to12in.(7.6to30.5cm)anditsconnection
priate safety, health, and environmental practices and deter-
to the main pipe having an inner diameter of 6 to 24 in. (15.2
mine the applicability of regulatory limitations prior to use.
to 61.0 cm) and up the lateral a maximum of 150 ft (46 m)
1.5 This international standard was developed in accor-
without excavation. The lateral pipe is accessed remotely from
dance with internationally recognized principles on standard-
the main pipe and from a lateral access point. This will be
ization established in the Decision on Principles for the
accomplished by the installation of a resin impregnated one-
Development of International Standards, Guides and Recom-
piece main and lateral cured-in-place lining (MLCIPL) by
mendations issued by the World Trade Organization Technical
means of air inflation and inversion. The MLCIPL is pressed
Barriers to Trade (TBT) Committee.
against the host pipe by pressurizing a bladder and is held in
place until the thermoset resins have cured. When cured, the
2. Referenced Documents
MLCIPL shall be a continuous, one piece, tight fitting, corro-
3
2.1 ASTM Standards:
sion resistant lining extending over a predetermined length of
D618 Practice for Conditioning Plastics for Testing
the lateral pipe and the adjacent section of the main pipe,
D790 Test Methods for Flexural Properties of Unreinforced
providing a verifiable non-leaking structural connection and
and Reinforced Plastics and Electrical Insulating Materi-
seal.
als
1.2 The values stated in inch-pound units are to be regarded
D1600 Terminology forAbbreviatedTerms Relating to Plas-
as standard. The values given in parentheses are mathematical
tics
conversions to SI units that are provided for information only
D2290 Test Method for Apparent Hoop Tensile Strength of
and are not considered standard.
Plastic or Reinforced Plastic Pipe
D3681 TestMethodforChemicalResistanceof“Fiberglass”
(Glass–Fiber–Reinforced Thermosetting-Resin) Pipe in a
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
Deflected Condition
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
D5813 Specification for Cured-In-Place Thermosetting
Trenchless Plastic Pipeline Technology.
Current edition approved March 1, 2020. Published April 2020. Originally
Resin Sewer Piping Systems
approved in 2006. Last previous edition approved in 2017 as F2561–17. DOI:
F412 Terminology Relating to Plastic Piping Systems
10.1520/F2561-20.
2 F1216 Practice for Rehabilitation of Existing Pipelines and
Therehabilitationofasewerservicelateralanditsconnectiontothemainusing
a one-piece main and lateral cured-in-place liner is covered by patents 6,994,118, Conduits by the Inversion and Curing of a Resin-
7,975,726,8,240,340,8,240,341,8,567,451,8,636,036,8,651,145,8,667,991,8,678,
Impregnated Tube
037,8,689,835,9,169,957,9,366,375,9,562,339,9,551,449,(LMKEnterprises,Inc.
1779 Chessie Lane, Ottawa, IL 61350). Interested parties are invited to submit
3
information regarding the identification of acceptable alternatives to this patented For referenced ASTM standards, visit the ASTM website, www.astm.org, or
item to the Committee on Standards, ASTM Headquarters, 100 Barr Harbor Drive, contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
West Conshohocken, PA 19428-2959. Your comments will receive careful consid- Standards volume information, refer to the standard’s Document Summary page on
eration at a meeting of the responsible technical committee which may attend. the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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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.
Designation: F2561 − 17 F2561 − 20
Standard Practice for
Rehabilitation of a Sewer Service Lateral and Its Connection
to the Main Using a One Piece Main and Lateral Cured-in-
1,2
Place Liner
This standard is issued under the fixed designation F2561; 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*
1.1 This practice covers requirements and test methods for the reconstruction of a sewer service lateral pipe having an inner
diameter of 3 to 12 in. (7.6 to 30.5 cm) and its connection to the main pipe having an inner diameter of 6 to 24 in. (15.2 to 61.0
cm) and up the lateral a maximum of 150 ft (46 m) without excavation. The lateral pipe is accessed remotely from the main pipe
and from a lateral access point. This will be accomplished by the installation of a resin impregnated one-piece main and lateral
cured-in-place lining (MLCIPL) by means of air inflation and inversion. The MLCIPL is pressed against the host pipe by
pressurizing a bladder and is held in place until the thermoset resins have cured. When cured, the MLCIPL shall be a continuous,
one piece, tight fitting, corrosion resistant lining extending over a predetermined length of the lateral pipe and the adjacent section
of the main pipe, providing a verifiable non-leaking structural connection and seal.
1.2 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.
1.3 There is no similar or equivalent ISO Standard.
1.4 Warning—Mercury has been designated by many regulatory agencies as a hazardous substance that can cause serious
medical issues. Mercury, or its vapor, has been demonstrated to be hazardous to health and corrosive to materials. Caution should
be taken when handling mercury and mercury-containing products. See the applicable product Safety Data Sheet (SDS) for
additional information. Users should be aware that selling mercury or mercury-containing products, or both, may be prohibited by
local or national law.
1.4 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, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.5 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
3
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D1600 Terminology for Abbreviated Terms Relating to Plastics
D2290 Test Method for Apparent Hoop Tensile Strength of Plastic or Reinforced Plastic Pipe
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless Plastic
Pipeline Technology.
Current edition approved Dec. 1, 2017March 1, 2020. Published January 2018April 2020. Originally approved in 2006. Last previous edition approved in 20162017 as
F2561–16.–17. DOI: 10.1520/F2561-17.10.1520/F2561-20.
2
The rehabilitation of a sewer service lateral and its connection to the main using a one-piece main and lateral cured-in-place liner is covered by patents 6,994,118,
7,975,726, 8,240,340, 8,240,341,8,567,451, 8,636,036, 8,651,145, 8,667,991, 8,678,037, 8,689,835, 9,169,957, 9,366,375, 9,562,339, 9,551,449, (LMK Enterprises, Inc. 1779
Chessie Lane, Ottawa, IL 61350). Interested parties are invited to submit information regarding the identification of acceptable alternatives to this patented item to the
Committee on Standards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. Your comments will receive careful consideration at a meeting
of the responsible technical committee which may attend.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service a
...