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ASTM C891-20

(Practice)

Standard Practice for Installation of Underground Precast Concrete Utility Structures

Standard Practice for Installation of Underground Precast Concrete Utility Structures

ABSTRACT
This practice covers the procedures to be followed in the planning, site preparation, and installation of underground precast concrete utility structures. The installation area shall be surveyed using the workprint and a checklist to identify the work to be done and to determine that the plans are correct. Permits required to do work in accordance with the detail plans shall be secured before starting the job. All permits or a record of the permits shall be retained on the job for immediate reference. Safety requirements for construction shall be in accordance with all federal, state, and local regulations. Shoring for construction shall be in accordance with all federal, state, and local regulations.
SCOPE
1.1 This practice covers the procedures to be followed in the planning, site preparation, and installation of underground precast concrete utility structures. Concrete pipe and box culverts are not covered under this practice. Also, precast concrete manholes covered in Specification C478/C478M are excluded from this practice.  
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 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.  
1.4 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
14-Dec-2020
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.10 - Utility Structures
Current Stage
Ref Project

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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: C891 − 20
Standard Practice for
Installation of Underground Precast Concrete Utility
1
Structures
This standard is issued under the fixed designation C891; 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 3.1.1 The location of the utility structure should be where it
will cause minimum interference with traffic and shall be
1.1 This practice covers the procedures to be followed in the
clearly defined on work prints.
planning, site preparation, and installation of underground
3.1.2 All underground facilities and structures such as gas,
precast concrete utility structures. Concrete pipe and box
water, sewer, power, telephone cable, and so forth shall be
culverts are not covered under this practice. Also, precast
located and identified. Location markings shall be placed by
concrete manholes covered in Specification C478/C478M are
the affected utilities before the construction.
excluded from this practice.
3.2 The survey shall identify any obstacles such as overhead
1.2 The values stated in inch-pound units are to be regarded
wires, building structures, and so forth that will interfere with
as standard. The values given in parentheses are mathematical
crane operations, work progress, or create a safety hazard.
conversions to SI units that are provided for information only
Precautionary arrangements shall be made before excavation
and are not considered standard.
begins.
1.3 This standard does not purport to address all of the
3.3 The survey shall give consideration to the soil structure
safety concerns, if any, associated with its use. It is the
so that proper shoring, sloping, or both, may be planned in
responsibility of the user of this standard to establish appro-
advance of the excavation work.
priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
4. Planning
1.4 This international standard was developed in accor-
dance with internationally recognized principles on standard-
4.1 Permits required to do work in accordance with the
ization established in the Decision on Principles for the
detail plans shall be secured before starting the job.All permits
Development of International Standards, Guides and Recom-
or a record of the permits shall be retained on the job for
mendations issued by the World Trade Organization Technical
immediate reference.
Barriers to Trade (TBT) Committee.
4.2 All utilities and owners of surface and subsurface
facilities and structures in the area shall be given advance
2. Referenced Documents
notification of proposed excavation. Every effort shall be made
2
2.1 ASTM Standards:
to avoid damage to the facilities of others. If any damage
C478/C478M Specification for Circular Precast Reinforced
occurs, the owner of the damaged facility shall be notified
Concrete Manhole Sections
immediately.
3. Survey 4.3 Planning shall include the coordination of all respon-
sible parties to ensure that arrangements for removal of broken
3.1 The installation area shall be surveyed using the work-
pavement, rocks, excess spoil, and so forth have been made.
print and a checklist to identify the work to be done and to
Responsible parties shall arrange for the delivery, distribution,
determine that the plans are correct.
and storage of required material. If such material cannot be
stored on the site, other storage areas must be provided.
1
This practice is under the jurisdiction of ASTM Committee C27 on Precast
4.4 Should it appear that a structure location will interfere
Concrete Products and is the direct responsibility of Subcommittee C27.10 on
with traffic, review the situation with the engineer and notify
Utility Structures.
Current edition approved Dec. 15, 2020. Published December 2020. Originally appropriate authorities.
approved in 1978. Last previous edition approved in 2019 as C891 – 19. DOI:
4.5 Provide for access to call boxes, fire hydrants, etc.
10.1520/C0891-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.6 Lifting equipment capabilities and certifications shall be
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
in compliance with local and national safety codes. The
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. manufacturer shall supply special lifting instructions of the
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C70
...

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: C891 − 19 C891 − 20
Standard Practice for
Installation of Underground Precast Concrete Utility
1
Structures
This standard is issued under the fixed designation C891; 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 the procedures to be followed in the planning, site preparation, and installation of underground precast
concrete utility structures. Concrete pipe and box culverts are not covered under this practice. Also, precast concrete manholes
covered in Specification C478C478/C478M are excluded from this practice.
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 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.
1.4 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
2.1 ASTM Standards:
C478C478/C478M Specification for Circular Precast Reinforced Concrete Manhole Sections (Metric) C0478_C0478M
3. Survey
3.1 The installation area shall be surveyed using the work-print and a checklist to identify the work to be done and to determine
that the plans are correct.
3.1.1 The location of the utility structure should be where it will cause minimum interference with traffic and shall be clearly
defined on work prints.
3.1.2 All underground facilities and structures such as gas, water, sewer, power, telephone cable, and so forth shall be located and
identified. Location markings shall be placed by the affected utilities before the construction.
1
This practice is under the jurisdiction of ASTM Committee C27 on Precast Concrete Products and is the direct responsibility of Subcommittee C27.10 on Utility
Structures.
Current edition approved Dec. 15, 2019Dec. 15, 2020. Published January 2020December 2020. Originally approved in 1978. Last previous edition approved in 20112019
as C891 – 11.C891 – 19. DOI: 10.1520/C0891-19.10.1520/C0891-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 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 the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C891 − 20
3.2 The survey shall identify any obstacles such as overhead wires, building structures, and so forth that will interfere with crane
operations, work progress, or create a safety hazard. Precautionary arrangements shall be made before excavation begins.
3.3 The survey shall give consideration to the soil structure so that proper shoring, sloping, or both, may be planned in advance
of the excavation work.
4. Planning
4.1 Permits required to do work in accordance with the detail plans shall be secured before starting the job. All permits or a record
of the permits shall be retained on the job for immediate reference.
4.2 All utilities and owners of surface and subsurface facilities and structures in the area shall be given advance notification of
proposed excavation. Every effort shall be made to avoid damage to the facilities of others. If any damage occurs, the owner of
the damaged facility shall be notified immediately.
4.3 Planning shall include the coordination of all responsible parties to ensure that arrangements for removal of broken pavement,
rocks, excess spoil, and so forth have been made. Responsible parties shall arrange for the delivery, distribution, and storage of
required material. If such material cannot be stored on the site, other storage areas must be provided.
4.4 Should it appear that a structure location will interfere
...

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