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ASTM C1433M-13

(Specification)

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

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

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.

General Information

Status
Historical
Publication Date
14-Feb-2013
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-10 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
15-Feb-2013
Replaced By
ASTM C1433M-13a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Apr-2013
Referred By
ASTM C1675-22 - Standard Practice for Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
15-Feb-2013
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
15-Feb-2013
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
15-Feb-2013

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ASTM C1433M-13 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-13 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-13 - Standard Specification for Precast Reinforced Concrete Monolithic 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.
Please contact ASTM International (www.astm.org) for the latest information.
Designation:C1433M −13
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers (Metric)
This standard is issued under the fixed designation C1433M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope drical Concrete Specimens
C150Specification for Portland Cement
1.1 This specification covers single-cell precast reinforced
C309Specification for Liquid Membrane-Forming Com-
concrete box sections cast monolithically and intended to be
pounds for Curing Concrete
used for the construction of culverts and for the conveyance of
C497MTest Methods for Concrete Pipe, Manhole Sections,
storm water industrial wastes and sewage.
or Tile (Metric)
1.2 This specification is the SI companion to Specification
C595Specification for Blended Hydraulic Cements
C1433.
C618Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
ing specification. However, standard designs are included and the criteria C822Terminology Relating to Concrete Pipe and Related
used to develop these designs are given in Appendix X1. The successful
Products
performance of this product depends upon the proper selection of the box
C989SpecificationforSlagCementforUseinConcreteand
section, bedding, backfill, and care that the installation conforms to the
Mortars
construction specifications. The purchaser of the precast reinforced
3
concrete box sections specified herein is cautioned that he must properly
2.2 AASHTO Standards:
correlate the loading conditions and the field requirements with the box
Standard Specifications for Highway Bridges
section specified and provide for inspection at the construction site.
3. Terminology
2. Referenced Documents
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
2
2.1 ASTM Standards:
pipe, see Terminology C822.
A82/A82MSpecification for Steel Wire, Plain, for Concrete
Reinforcement
4. Types
A185/A185M Specification for Steel Welded Wire
4.1 Precast reinforced concrete box sections manufactured
Reinforcement, Plain, for Concrete
in accordance with this specification shall be one of two types
A496/A496MSpecification for Steel Wire, Deformed, for
identified in Tables 1 and 2, and shall be designated by type,
Concrete Reinforcement
span, rise, and design earth cover.
A497/A497M Specification for Steel Welded Wire
Reinforcement, Deformed, for Concrete
5. Basis of Acceptance
A615/A615MSpecificationforDeformedandPlainCarbon-
5.1 Acceptability of the box sections produced in accor-
Steel Bars for Concrete Reinforcement
dance with Section 7 shall be determined by the results of the
C31/C31MPractice for Making and Curing Concrete Test
concretecompressivestrengthtestsdescribedinSection10,by
Specimens in the Field
the material requirements described in Section 6, and by
C33Specification for Concrete Aggregates
inspection of the finished box sections.
C39/C39MTest Method for Compressive Strength of Cylin-
5.2 Box sections shall be considered ready for acceptance
when they conform to the requirements of this specification.
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipeand is the direct responsibility of Subcommittee C13.07 on Accep-
6. Material
tance Specifications and Precast Concrete Box Sections.
Current edition approved Feb. 15, 2013. Published March 2013. Originally
6.1 Reinforced Concrete—The reinforced concrete shall
approved in 1999. Last previous edition approved in 2010 as C1433M–10. DOI:
consist of cementitious materials, mineral aggregates and
10.1520/C1433M-13.
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 ----------------------
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
C1433M−13
water,inwhichsteelhasbeenembeddedinsuchamannerthat wire reinforcement are to be submitted for the owner’s
the steel and concrete act together. approval. Longitudinal distribution reinforcement shall be
allowed to consist of welded wir
...

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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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1.5 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.  
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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
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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.  
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