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ASTM C1433M-07

(Specification)

Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)

Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)

SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections 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 inch-pound Specification C 1433.
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 . 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 he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.

General Information

Status
Historical
Publication Date
28-Feb-2007
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.07 - Acceptance Specifications and Precast Concrete Box Sections
Current Stage
Ref Project

Relations

Replaces
ASTM C1433M-06 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Mar-2007
Replaced By
ASTM C1433M-07a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Sep-2007
Referred By
ASTM C1675-22 - Standard Practice for Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Mar-2007
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Mar-2007
Referred By
ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Mar-2007

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ASTM C1433M-07 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-07 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-07 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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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: C 1433M – 07
METRIC
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
1
Storm Drains, and Sewers [Metric]
This standard is issued under the fixed designation C 1433M; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope C 31/C 31M Practice for Making and Curing Concrete Test
Specimens in the Field
1.1 This specification covers single-cell precast reinforced
C33 Specification for Concrete Aggregates
concrete box sections intended to be used for the construction
C 39/C 39M Test Method for Compressive Strength of Cy-
of culverts and for the conveyance of storm water industrial
lindrical Concrete Specimens
wastes and sewage.
C 150 Specification for Portland Cement
1.2 This specification is the companion to inch-pound
C 309 Specification for Liquid Membrane-Forming Com-
Specification C 1433.
pounds for Curing Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
C 497M Test Methods for Concrete Pipe, Manhole Sec-
ing specification. However, standard designs are included and the criteria
tions, or Tile [Metric]
used to develop these designs are given in Appendix X1. The successful
C 595 Specification for Blended Hydraulic Cements
performance of this product depends upon the proper selection of the box
C 618 Specification for Coal Fly Ash and Raw or Calcined
section, bedding, backfill, and care that the installation conforms to the
construction specifications. The purchaser of the precast reinforced Natural Pozzolan for Use in Concrete
concrete box sections specified herein is cautioned that he must properly
C 822 Terminology Relating to Concrete Pipe and Related
correlate the loading conditions and the field requirements with the box
Products
section specified and provide for inspection at the construction site.
C 989 Specification for Ground Granulated Blast-Furnace
Slag for Use in Concrete and Mortars
2. Referenced Documents
3
2.2 AASHTO Standards:
2
2.1 ASTM Standards:
Standard Specifications for Highway Bridges
A 82/A 82M Specification for Steel Wire, Plain, for Con-
crete Reinforcement
3. Terminology
A 185/A 185M Specification for Steel Welded Wire Rein-
3.1 Definitions—For definitions of terms relating to con-
forcement, Plain, for Concrete
crete pipe, see Terminology C 822.
A 496/A 496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
4. Types
A 497/A 497M Specification for Steel Welded Wire Rein-
4.1 Precast reinforced concrete box sections manufactured
forcement, Deformed, for Concrete
in accordance with this specification shall be one of two types
A 615/A 615M Specification for Deformed and Plain
identified in Tables 1 and 2, and shall be designated by type,
Carbon-Steel Bars for Concrete Reinforcement
span, rise, and design earth cover.
5. Basis of Acceptance
1
This specification is under the jurisdiction of ASTM Committee C13 on
5.1 Acceptability of the box sections produced in accor-
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
dance with Section 7 shall be determined by the results of the
Current edition approved March 1, 2007. Published April 2007. Originally
concrete compressive strength tests described in Section 10,by
approved in 1999. Last previous edition approved in 2006 as C 1433M – 06.
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 ----------------------
C 1433M – 07
the material requirements described in Section 6, and by 6.3 Aggregates—Aggregates shall conform to Specification
inspection of the finished box sections. C33, except that the requirements for gradation shall not
5.2 Box sections shall be considered ready for acceptance apply.
when they conform to the requirements of this specification. 6.4 Admixtures and Blends—Admixtures and blends shall
be allowed to be used with the approval of the purchaser.
6. Material
6.5 Steel Reinforcement—Reinforcement shall consist of
6.1 Reinforced Concrete—The reinforced concrete shall welded wire fabric conforming to Specifications A 185 or
A 497. Circumferential reinforcement areas in Tables 1 and 2
...

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4.1 The inspection of installed reinforced concrete pipe verifies proper installation of the product and establishes thresholds for comparison further evaluation.  
4.2 This practice is useful as a reference by an owner in preparing project specifications and to identify, evaluate and interpret observations during post installation inspections of pipe.
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FIG. 2 Remote Inspection Camera  
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1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
1.5 Access of installed pipe for manual inspection shall follow OSHA 29 CFR PART 1926 SUBPART AA regulations for confined space entry. However, 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 and health practices and determine the applicability of regulatory limitations prior to use.  
1.6 This practice does not cover deformation or deflection assessment. Concrete pipe is classified as a rigid structure because they do not bend or deflect appreciably under load before cracking. Due to these facts shape evaluation are of little or no value when evaluating concrete pipe.  
1.7 The values stated in either Imperial/US or [SI units] are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.  
1.8 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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ASTM C1433M-22(Specification)
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)

ABSTRACT
This specification deals with the standards for single-cell precast reinforced concrete box sections cast monolithically and proposed for use in the construction of culverts and for the conveyance of storm water industrial sewage. The reinforced concrete shall be composed of cementitious materials, mineral aggregates and water, in which steel has been embedded. The aggregates shall be sized, graded, and mixed to the proportion that will produce a homogeneous mixture. The box sections shall also undergo steam curing, water curing, and membrane curing.
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 SI companion to Specification C1433.
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 he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.  
1.3 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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