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ASTM C1433M-13a

(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)

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.

General Information

Status
Historical
Publication Date
31-Mar-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-13 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Apr-2013
Replaced By
ASTM C1433M-13b - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Jul-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
01-Apr-2013
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (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
01-Apr-2013

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ASTM C1433M-13a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-13a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-13a - 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.
Contact ASTM International (www.astm.org) for the latest information
Designation:C1433M −13a
StandardSpecification 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
C990Specification for Joints for Concrete Pipe, Manholes,
concrete box sections specified herein is cautioned that he must properly
correlate the loading conditions and the field requirements with the box
and Precast Box Sections Using Preformed Flexible Joint
section specified and provide for inspection at the construction site.
Sealants
C1619Specification for Elastomeric Seals for Joining Con-
2. Referenced Documents
crete Structures
2
2.1 ASTM Standards:
C1677Specification for Joints for Concrete Box, Using
A82/A82MSpecification for Steel Wire, Plain, for Concrete
Rubber Gaskets
3
Reinforcement
2.2 AASHTO Standards:
A185/A185M Specification for Steel Welded Wire
Standard Specifications for Highway Bridges
Reinforcement, Plain, for Concrete
A496/A496MSpecification for Steel Wire, Deformed, for 3. Terminology
Concrete Reinforcement
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
A497/A497M Specification for Steel Welded Wire
pipe, see Terminology C822.
Reinforcement, Deformed, for Concrete
A615/A615MSpecificationforDeformedandPlainCarbon-
4. Types
Steel Bars for Concrete Reinforcement
4.1 Precast reinforced concrete box sections manufactured
C31/C31MPractice for Making and Curing Concrete Test
in accordance with this specification shall be one of two types
Specimens in the Field
identified in Tables 1 and 2, and shall be designated by type,
C33Specification for Concrete Aggregates
span, rise, and design earth cover.
C39/C39MTest Method for Compressive Strength of Cylin-
5. Basis of Acceptance
5.1 Acceptability of the box sections produced in accor-
1
This specification is under the jurisdiction of ASTM Committee C13 on
dance with Section 7 shall be determined by the results of the
Concrete Pipeand is the direct responsibility of Subcommittee C13.07 on Accep-
tance Specifications and Precast Concrete Box Sections.
concretecompressivestrengthtestsdescribedinSection10,by
Current edition approved April 1, 2013. Published April 2013. Originally
the material requirements described in Section 6, and by
approved in 1999. Last previous edition approved in 2013 as C1433M–13. DOI:
inspection of the finished box sections.
10.1520/C1433M-13A.
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 ----------------------
C1433M−13a
5.2 Box sections shall be considered ready for acceptance 6.5 Steel Reinforcement—Reinforcement shall consist of
when they conform to the requirements of this specification. weldedwirereinforcementconformingtoSpecificationsA185/
A185M or A497/A497M. Circumferential reinforcement areas
6. Material
in Tables 1 and 2 are based solely on the use of welded wire
reinforcement, refer to 11.6 if
...

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5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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ABSTRACT
This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
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This specification covers reinforced concrete low-head pressure pipe. Acceptability of the pipe in all diameters and classes shall be determined by the results of such material tests. The reinforced concrete shall consist of Portland cement, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. Portland cement shall conform to the requirements specified. Aggregates shall conform to the requirements specified, except that the requirements for grading are waived. Admixtures, except for air-entraining agents, shall not be added to the concrete unless permitted by the owner. Reinforcement shall consist of wire conforming to the requirements prescribed. Steel castings for fittings shall conform to grade 70-36. Steel plates for specials and fittings shall conform to requirements specified. All rubber gaskets shall be extruded or molded and cured in such a manner that any cross section will be dense, homogeneous, and free of porosity, blisters, pitting, and other imperfections. Joints shall utilize steel joint rings, steel bells and concrete spigots, or be formed entirely of concrete. The aggregates shall be graded, proportioned, and thoroughly mixed with the proportions of cementitious material and water that will produce a workable, uniform, homogeneous concrete mixture. Compression tests of cylinders and hydrostatic tests of pipes shall be performed to meet the requirements prescribed.
SCOPE
1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 375 kPa.  
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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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1.1 This practice covers the requirements for inspection and acceptance of installed reinforced concrete pipe by either person-entry, or remote inspection as shown in Figs. 1 and 2, respectively.
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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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