Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers

ABSTRACT
This specification covers single-cell precast reinforced concrete monolithic box sections for use in the construction of culverts, storm drains, and sewers. The products manufactured in accordance with this specification are designated into two types according to span, rise, and design earth cover. The materials for the designed products include reinforced concrete, cementitious materials, aggregates, steel reinforcements, and optional admixtures and blends. The products manufactured by steam curing, water curing, and membrane curing should have tongue and groove ends of such design that the box sections can be laid together to make a continuous line of box sections.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.
1.2 This specification is the companion to SI Specification C 1433M; therefore, no SI equivalents are shown in this specification.  
Note 1—This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that proper correlation of the loading conditions and the field requirements with the box section specified, and provision for inspection at the construction site, are required.

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Publication Date
30-Sep-2008
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ASTM C1433-08 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1433 – 08
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers
This standard is issued under the fixed designation C1433; 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 C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cy-
1.1 This specification covers single-cell precast reinforced
lindrical Concrete Specimens
concrete box sections cast monolithically and intended to be
C150 Specification for Portland Cement
used for the construction of culverts and for the conveyance of
C309 Specification for Liquid Membrane-Forming Com-
storm water industrial wastes and sewage.
pounds for Curing Concrete
1.2 This specification is the companion to SI Specification
C497 TestMethodsforConcretePipe,ManholeSections,or
C1433M; therefore, no SI equivalents are shown in this
Tile
specification.
C595 Specification for Blended Hydraulic Cements
NOTE 1—This specification is primarily a manufacturing and purchas-
C618 Specification for Coal Fly Ash and Raw or Calcined
ing specification. However, standard designs are included and the criteria
Natural Pozzolan for Use in Concrete
used to develop these designs are given in Appendix X1. The successful
C822 Terminology Relating to Concrete Pipe and Related
performance of this product depends upon the proper selection of the box
Products
section, bedding, backfill, and care that the installation conforms to the
C989 Specification for Slag Cement for Use in Concrete
construction specifications. The purchaser of the precast reinforced
concrete box sections specified herein is cautioned that proper correlation
and Mortars
of the loading conditions and the field requirements with the box section
C1116 Specification for Fiber-Reinforced Concrete and
specified, and provision for inspection at the construction site, are
Shotcrete
required.
3
2.2 AASHTO Standard:
Standard Specifications for Highway Bridges
2. Referenced Documents
2
2.1 ASTM Standards:
3. Terminology
A82/A82M Specification for SteelWire, Plain, for Concrete
3.1 Definitions—For definitions of terms relating to con-
Reinforcement
crete pipe, see Terminology C822.
A185/A185M Specification for Steel Welded Wire Rein-
forcement, Plain, for Concrete
4. Types
A496/A496M Specification for Steel Wire, Deformed, for
4.1 Precast reinforced concrete box sections manufactured
Concrete Reinforcement
in accordance with this specification shall be one of two types
A497/A497M Specification for Steel Welded Wire Rein-
identified in Table 1 and Table 2, and shall be designated by
forcement, Deformed, for Concrete
type, span, rise, and design earth cover.
A615/A615M Specification for Deformed and Plain
Carbon-Steel Bars for Concrete Reinforcement
5. Basis of Acceptance
C31/C31M Practice for Making and Curing Concrete Test
5.1 Acceptability of the box sections produced in accor-
Specimens in the Field
dance with Section 7 shall be determined by the results of the
concrete compressive strength tests described in Section 10,by
1
the material requirements described in Section 6, and by
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
inspection of the finished box sections.
Acceptance Specifications and Precast Concrete Box Sections.
5.2 Box sections shall be considered ready for acceptance
Current edition approved Oct. 1, 2008. Published October 2008. Originally
when they conform to the requirements of this specification.
approved in 1999. Last previous edition approved in 2007 as C1433 – 07a. DOI:
10.1520/C1433-08.
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Association of State Highway and Transportation
the ASTM website. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C1433 – 08
6. Material reinforcement, refer to 11.6 if alternate steel designs utilizing
steel bars, Grade 60, in conjunction with or in lieu of welded
6.1 Reinforced Concrete—The reinforced concrete shall
wire reinforcement are to be submitted for the owner’s
consist of cementitious materials, mineral aggregates and
approval. Longitudinal distribution reinforcement shall be
wate
...

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:C 1433–07a Designation: C1433 – 08
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers
This standard is issued under the fixed designation C1433; 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 single-cell precast reinforced concrete box sections cast monolithically and intended to be used for
the construction of culverts and for the conveyance of storm water industrial wastes and sewage.
1.2 ThisspecificationisthecompaniontoSISpecificationC1433M;therefore,noSIequivalentsareshowninthisspecification.
NOTE 1—This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used
to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section,
bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections
specified herein is cautioned that proper correlation of the loading conditions and the field requirements with the box section specified, and provision for
inspection at the construction site, are required.
2. Referenced Documents
2
2.1 ASTM Standards:
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C150 Specification for Portland Cement
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3
2.2 AASHTO Standard:
Standard Specifications for Highway Bridges
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C 822C822.
4. Types
4.1 Precast reinforced concrete box sections manufactured in accordance with this specification shall be one of two types
identified in Table 1 and Table 2, and shall be designated by type, span, rise, and design earth cover.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on Acceptance
Specifications and Precast Concrete Box Sections.
Current edition approved Sept.Oct. 1, 2007.2008. Published October 2007.2008. Originally approved in 1999. Last previous edition approved in 2007 as C1433 – 07a.
DOI: 10.1520/C1433-08.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
3
Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C1433 – 08
5. Basis of Acceptance
5.1 Acceptability of the box sections produced in accordance with Section 7 shall be determined by the results of the concrete
compressive strength tests described in Section 10, by the material requirements described in Section 6, and by inspection of the
finished box sections.
5.2 Box sections shall be considered ready for acceptance when they conform to the requirements of this specification.
6. Material
6.1 Reinforced Concrete—The reinforced concrete shall consist o
...

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