ASTM C1885-23
(Specification)Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
SCOPE
1.1 This specification covers the manufacturing requirements for circular concrete pipe that is intended to be installed using pipe jacking techniques. The typical use of this type of pipe is for the conveyance of sewage, industrial wastes, storm water, utilities, or personnel.
1.2 The requirements of this specification are intended to supplement the existing manufacturing standards for precast concrete pipe and provide the additional manufacturing details required for pipe that will be installed using jacking techniques. The parent manufacturing standard for the concrete pipe is denoted as the “designated concrete pipe manufacturing standard” throughout this document. The requirements included within shall supplement the designated concrete pipe manufacturing standard when the concrete pipe is to be used for jacking.
Note 1: This specification is a manufacturing and purchase specification for concrete pipe installed using jacking techniques, to be utilized in conjunction with the designated concrete pipe manufacturing standard. It is possible that such pipe will require a special design to withstand the anticipated longitudinal loading. Additional calculations and information beyond what is required for a direct bury pipe are required to establish maximum jacking forces. For calculating allowable jacking forces, ASCE 27 may be referenced.
Note 2: This standard may be used to supplement existing standards for precast concrete pipe when the pipe will be installed using trenchless methods. Such “designated concrete pipe standards” include, but are not limited to: C14, C76, C361, C655, C985, C1417, C1765, and C1846/C1846M.
1.3 There are many forms of pipe jacking. The most advanced of these, and in a category all its own, is microtunneling pipe. With the highly accurate guidance systems used in microtunneling, the pipes are utilized in longer push lengths and more challenging configurations and soil conditions. This standard does not address concrete pipe used for microtunneling. For concrete pipe used in microtunneling, the engineer, producer, and installer are encouraged to work together in establishing the specific needs of each project.
1.4 There are applications where concrete pipe is utilized as a carrier pipe and is pushed through a casing after the soil has already been removed. These applications are not specifically addressed by this standard since the requirements for these types of installations differ from those for a typical jacking installation.
1.5 Units—The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.
1.6 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.
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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: C1885 − 23
Standard Specification for
Circular Precast Concrete Culvert, Storm Drain, and Sewer
1
Pipe for Pipe Jacking
This standard is issued under the fixed designation C1885; 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 1.4 There are applications where concrete pipe is utilized as
a carrier pipe and is pushed through a casing after the soil has
1.1 This specification covers the manufacturing require-
already been removed. These applications are not specifically
ments for circular concrete pipe that is intended to be installed
addressed by this standard since the requirements for these
using pipe jacking techniques. The typical use of this type of
types of installations differ from those for a typical jacking
pipe is for the conveyance of sewage, industrial wastes, storm
installation.
water, utilities, or personnel.
1.5 Units—The values stated in inch-pound units are to be
1.2 The requirements of this specification are intended to
regarded as standard. No other units of measurement are
supplement the existing manufacturing standards for precast
included in this standard.
concrete pipe and provide the additional manufacturing details
1.6 This international standard was developed in accor-
required for pipe that will be installed using jacking tech-
dance with internationally recognized principles on standard-
niques. The parent manufacturing standard for the concrete
ization established in the Decision on Principles for the
pipe is denoted as the “designated concrete pipe manufacturing
Development of International Standards, Guides and Recom-
standard” throughout this document. The requirements in-
mendations issued by the World Trade Organization Technical
cluded within shall supplement the designated concrete pipe
Barriers to Trade (TBT) Committee.
manufacturing standard when the concrete pipe is to be used
for jacking.
2. Referenced Documents
NOTE 1—This specification is a manufacturing and purchase specifica-
tion for concrete pipe installed using jacking techniques, to be utilized in
2.1 ASTM Standards:
conjunction with the designated concrete pipe manufacturing standard. It
C14 Specification for Nonreinforced Concrete Sewer, Storm
is possible that such pipe will require a special design to withstand the
anticipated longitudinal loading. Additional calculations and information Drain, and Culvert Pipe
beyond what is required for a direct bury pipe are required to establish
C76 Specification for Reinforced Concrete Culvert, Storm
maximum jacking forces. For calculating allowable jacking forces, ASCE
Drain, and Sewer Pipe
27 may be referenced.
C361 Specification for Reinforced Concrete Low-Head
NOTE 2—This standard may be used to supplement existing standards
Pressure Pipe
for precast concrete pipe when the pipe will be installed using trenchless
methods. Such “designated concrete pipe standards” include, but are not
C443 Specification for Joints for Concrete Pipe and
limited to: C14, C76, C361, C655, C985, C1417, C1765, and C1846/
Manholes, Using Rubber Gaskets
C1846M.
C655 Specification for Reinforced Concrete D-Load
1.3 There are many forms of pipe jacking. The most
Culvert, Storm Drain, and Sewer Pipe
advanced of these, and in a category all its own, is microtun-
C822 Terminology Relating to Concrete Pipe and Related
neling pipe. With the highly accurate guidance systems used in
Products
microtunneling, the pipes are utilized in longer push lengths
C985 Specification for Nonreinforced Concrete Specified
and more challenging configurations and soil conditions. This
Strength Culvert, Storm Drain, and Sewer Pipe
standard does not address concrete pipe used for microtunnel-
C990 Specification for Joints for Concrete Pipe, Manholes,
ing. For concrete pipe used in microtunneling, the engineer,
and Precast Box Sections Using Preformed Flexible Joint
producer, and installer are encouraged to work together in
Sealants
establishing the specific needs of each project.
C1417 Specification for Manufacture of Reinforced Con-
crete Sewer, Storm Drain, and Culvert Pipe for Direct
1
Design
This test method is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
C1628 Specification for Joints for Concrete Gravity Flow
Reinforced Sewer and Culvert Pipe.
Sewer Pipe, Using Rubber Gaskets
Current edition approved Oct. 1, 2023. Published October 2023. Originally
C1765 Specification for
...
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: C1885 − 21 C1885 − 23
Standard Specification for
Circular Precast Concrete Culvert, Storm Drain, and Sewer
1
Pipe for Pipe Jacking
This standard is issued under the fixed designation C1885; 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 specification covers the manufacturing requirements for circular concrete pipe that is intended to be installed using pipe
jacking techniques. The typical use of this type of pipe is for the conveyance of sewage, industrial wastes, storm water, utilities,
or personnel.
1.2 The requirements of this specification are intended to supplement the existing manufacturing standards for precast concrete
pipe and provide the additional manufacturing details required for pipe that will be installed using jacking techniques. The parent
manufacturing standard for the concrete pipe is denoted as the “designated concrete pipe manufacturing standard” throughout this
document. The requirements included within shall supplement the designated concrete pipe manufacturing standard when the
concrete pipe is to be used for jacking.
NOTE 1—This specification is a manufacturing and purchase specification for concrete pipe installed using jacking techniques, to be utilized in conjunction
with the designated concrete pipe manufacturing standard. It is possible that such pipe will require a special design to withstand the anticipated
longitudinal loading. Additional calculations and information beyond what is required for a direct bury pipe are required to establish maximum jacking
forces. For calculating allowable jacking forces, ASCE 27 may be referenced.
NOTE 2—This standard may be used to supplement existing standards for precast concrete pipe when the pipe will be installed using trenchless methods.
Such “designated concrete pipe standards” include, but are not limited to: C14, C76, C361, C655, C985, C1417, C1765, and C1846/C1846M.
1.3 There are many forms of pipe jacking. The most advanced of these, and in a category all its own, is microtunneling pipe. With
the highly accurate guidance systems used in microtunneling, the pipes are utilized in longer push lengths and more challenging
configurations and soil conditions. This standard does not address concrete pipe used for microtunneling. For concrete pipe used
in microtunneling, the engineer, producer, and installer are encouraged to work together in establishing the specific needs of each
project.
1.4 There are applications where concrete pipe is utilized as a carrier pipe and is pushed through a casing after the soil has already
been removed. These applications are not specifically addressed by this standard since the requirements for these types of
installations differ from those for a typical jacking installation.
1.5 Units—The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in
this standard.
1
This test method is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewer and
Culvert Pipe.
Current edition approved Dec. 1, 2021Oct. 1, 2023. Published December 2021October 2023. Originally approved in 2021. Last previous edition approved in 2021 as
C1885–21. DOI: 10.1520/C1885-2110.1520/C1885-23
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C1885 − 23
1.6 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
2.1 ASTM Standards:
C14 Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
C76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C361 Specification for Reinforced Concrete Low-Head Pressure Pipe
C443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
C655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related Products
C985 Specificatio
...
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