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ASTM C858-10e1

(Specification)

Standard Specification for Underground Precast Concrete Utility Structures

Standard Specification for Underground Precast Concrete Utility Structures

ABSTRACT
This specification covers the recommended design criteria and manufacturing practices for monolithic or sectional precast concrete utility structures. Forms shall be accurately constructed and strong enough to maintain the structure's dimensions within the tolerances. Forms shall be cleaned before each use. The aggregates shall be sized, graded, proportioned, and thoroughly mixed in a batch mixer with proportions of cement and water as will produce a homogeneous concrete having the required specified compressive strength. Concrete shall be deposited as nearly as practicable in its final position. Structures shall be cured by an accepted industry method that will develop the required 28-day compressive strength without affecting the long-term durability of the concrete. The elastic method of structural design or the strength design method of reinforced concrete design, shall be used to design the concrete sections, including the reinforcement required, when the structure is subjected to the specified loading conditions. The structural design shall take into consideration the number, placement, and size of access openings. The minimum floor thickness resulting from slope shall be considered as the nominal floor thickness in the design of the structure. Duct terminators, knockouts, and sumps shall be designed to carry the loads imposed upon them. Compressive-strength of the concrete shall be tested to meet the requirements prescribed. Joints in sectional precast concrete structure shall be designed so as to be self-aligning when assembling sections of the structure. Design of lifting devices shall conform to requirements specified.
SCOPE
1.1 This specification covers the recommended design criteria and manufacturing practices for monolithic or sectional precast concrete utility structures. Concrete pipe and box culverts are not covered under this specification. Also, precast concrete manholes covered in Specification C478 are excluded from this specification.
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.

General Information

Status
Historical
Publication Date
14-Feb-2010
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.10 - Utility Structures
Current Stage
Ref Project

Relations

Replaces
ASTM C858-10 - Standard Specification for Underground Precast Concrete Utility Structures
Effective Date
15-Feb-2010
Replaced By
ASTM C858-18 - Standard Specification for Underground Precast Concrete Utility Structures
Effective Date
01-Jan-2018
Referred By
ASTM C1037-16 - Standard Practice for Inspection of Underground Precast Concrete Utility Structures
Effective Date
15-Feb-2010
Referred By
ASTM C1821/C1821M-16(2021)e1 - Standard Practice for Installation of Underground Circular Precast Concrete Manhole Structures
Effective Date
15-Feb-2010

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ASTM C858-10e1 - Standard Specification for Underground Precast Concrete Utility StructuresASTM C858-10e1 - Standard Specification for Underground Precast Concrete Utility Structures
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ASTM C858-10e1 - Standard Specification for Underground Precast Concrete Utility Structures
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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
´1
Designation:C858 −10
Standard Specification for
1
Underground Precast Concrete Utility Structures
This standard is issued under the fixed designation C858; 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—Air entrainment admixture information was moved editorially from subsection 5.3.3 to subsection 6.3.2 in
November 2010.
1. Scope Specimens in the Field
C33 Specification for Concrete Aggregates
1.1 This specification covers the recommended design cri-
C39/C39M Test Method for Compressive Strength of Cylin-
teria and manufacturing practices for monolithic or sectional
drical Concrete Specimens
precast concrete utility structures. Concrete pipe and box
C42/C42M Test Method for Obtaining and Testing Drilled
culverts are not covered under this specification. Also, precast
Cores and Sawed Beams of Concrete
concrete manholes covered in Specification C478 are excluded
C94/C94M Specification for Ready-Mixed Concrete
from this specification.
C150 Specification for Portland Cement
1.2 The values stated in inch-pound units are to be regarded
C192/C192M Practice for Making and Curing Concrete Test
as standard. The values given in parentheses are mathematical
Specimens in the Laboratory
conversions to SI units that are provided for information only
C231 Test Method for Air Content of Freshly Mixed Con-
and are not considered standard.
crete by the Pressure Method
C260 Specification for Air-Entraining Admixtures for Con-
2. Referenced Documents
crete
2
2.1 ASTM Standards:
C330 Specification for Lightweight Aggregates for Struc-
A82/A82M Specification for Steel Wire, Plain, for Concrete
tural Concrete
Reinforcement
C478 Specification for Precast Reinforced Concrete Man-
A184/A184M Specification for Welded Deformed Steel Bar
hole Sections
Mats for Concrete Reinforcement
C494/C494M Specification for Chemical Admixtures for
A185/A185M Specification for Steel Welded Wire
Concrete
Reinforcement, Plain, for Concrete
C595 Specification for Blended Hydraulic Cements
A496/A496M Specification for Steel Wire, Deformed, for
C618 Specification for Coal Fly Ash and Raw or Calcined
Concrete Reinforcement
Natural Pozzolan for Use in Concrete
A497/A497M Specification for Steel Welded Wire
C857 Practice for Minimum Structural Design Loading for
Reinforcement, Deformed, for Concrete
Underground Precast Concrete Utility Structures
A615/A615M Specification for Deformed and Plain Carbon-
C989 Specification for Slag Cement for Use in Concrete and
Steel Bars for Concrete Reinforcement
Mortars
A706/A706M Specification for Low-Alloy Steel Deformed
2.2 American Concrete Institute Standard:
and Plain Bars for Concrete Reinforcement
ACI 318 Building Code Requirements for Reinforced Con-
3
A996/A996M Specification for Rail-Steel and Axle-Steel
crete
Deformed Bars for Concrete Reinforcement
2.3 American Welding Society Standard:
4
C31/C31M Practice for Making and Curing Concrete Test
AWS-D1.4 Structural Welding Code Reinforcing Steel
3. Terminology
1
This specification is under the jurisdiction ofASTM Committee C27 on Precast
3.1 Definitions of Terms Specific to This Standard:
Concrete Products and is the direct responsibility of Subcommittee C27.10 on
3.1.1 utility structure—a structure that is used by electric,
Utility Structures.
Current edition approved Feb. 15, 2010. Published February 2010. Originally gas, communication, or similar industries.
approved in 1978. Last previous edition approved in 2009 as C858 – 09. DOI:
10.1520/C0858-10E01.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Hills, MI 48333-9094, http://www.aci-int.org.
4
Standards volume information, refer to the standard’s Document Summary page on Available from American Welding Society (AWS), 550 NW LeJeune Rd.,
the ASTM website. Miami, FL 33126, http://www.aws.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
C858−10
4. Ordering Information 5.5.3 Bar Reinforcement—Bar reinforcement shall conform
to Specifications A184/A184M, A615/A615M, A706/A706M,
4.1 Unless otherwise stipulated by the purchaser in his
or A996/A996M.
order, a structure produced in accordance with this specifica-
tion and constructed in accordance with the design drawings
6. Manufacture
approved by the purchaser shall be acceptable.
6.1 Forms—Forms shall be accurately constructed and
strong enough to maintain the st
...

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