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ASTM C1433M-14

(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-Jan-2014
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-13b - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Feb-2014
Replaced By
ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Apr-2015
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2014
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-Feb-2014
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-Feb-2014

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ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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REDLINE ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)REDLINE ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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Technical specification
REDLINE ASTM C1433M-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
English language
22 pages
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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 −14
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 C595Specification for Blended Hydraulic Cements
C618Specification for Coal Fly Ash and Raw or Calcined
1.1 This specification covers single-cell precast reinforced
Natural Pozzolan for Use in Concrete
concrete box sections cast monolithically and intended to be
C822Terminology Relating to Concrete Pipe and Related
used for the construction of culverts and for the conveyance of
Products
storm water industrial wastes and sewage.
C989SpecificationforSlagCementforUseinConcreteand
1.2 This specification is the SI companion to Specification
Mortars
C1433.
C990Specification for Joints for Concrete Pipe, Manholes,
and Precast Box Sections Using Preformed Flexible Joint
NOTE 1—This specification is primarily a manufacturing and purchas-
ing specification. However, standard designs are included and the criteria Sealants
used to develop these designs are given in Appendix X1. The successful
C1602/C1602MSpecification for Mixing Water Used in the
performance of this product depends upon the proper selection of the box
Production of Hydraulic Cement Concrete
section, bedding, backfill, and care that the installation conforms to the
C1619Specification for Elastomeric Seals for Joining Con-
construction specifications. The purchaser of the precast reinforced
crete Structures
concrete box sections specified herein is cautioned that he must properly
correlate the loading conditions and the field requirements with the box
C1677Specification for Joints for Concrete Box, Using
section specified and provide for inspection at the construction site.
Rubber Gaskets
3
2. Referenced Documents 2.2 AASHTO Standards:
2
Standard Specifications for Highway Bridges
2.1 ASTM Standards:
A1064/A1064MSpecification for Carbon-Steel Wire and
3. Terminology
Welded Wire Reinforcement, Plain and Deformed, for
Concrete
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
A615/A615MSpecificationforDeformedandPlainCarbon-
pipe, see Terminology C822.
Steel Bars for Concrete Reinforcement
C31/C31MPractice for Making and Curing Concrete Test
4. Types
Specimens in the Field
4.1 Precast reinforced concrete box sections manufactured
C33Specification for Concrete Aggregates
in accordance with this specification shall be one of two types
C39/C39MTest Method for Compressive Strength of Cylin-
identified in Tables 1 and 2, and shall be designated by type,
drical Concrete Specimens
span, rise, and design earth cover.
C150Specification for Portland Cement
C309Specification for Liquid Membrane-Forming Com-
5. Basis of Acceptance
pounds for Curing Concrete
5.1 Acceptability of the box sections produced in accor-
C497MTest Methods for Concrete Pipe, Manhole Sections,
dance with Section 7 shall be determined by the results of the
or Tile (Metric)
concretecompressivestrengthtestsdescribedinSection10,by
the material requirements described in Section 6, and by
1
This specification is under the jurisdiction of ASTM Committee C13 on
inspection of the finished box sections.
Concrete Pipeand is the direct responsibility of Subcommittee C13.07 on Accep-
tance Specifications and Precast Concrete Box Sections.
5.2 Box sections shall be considered ready for acceptance
Current edition approved Feb. 1, 2014. Published March 2014. Originally
when they conform to the requirements of this specification.
approved in 1999. Last previous edition approved in 2013 as C1433M–13b. DOI:
10.1520/C1433M-14.
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−14
6. Material A1064/A1064M. Circumferential reinforcement areas in
Tables 1 and 2 are based solely on the use of welded wire
6.1 Reinforced Concrete—The reinforced concrete shall
reinforcement, refer to 11.6 if alternate steel designs utilizing
consist of cementitious materials, mineral aggregates and
steel bars, Grade 60, in conjunction with or in lieu of welded
water,inwhichste
...

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: C1433M − 13b C1433M − 14
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. 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 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and 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
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)
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
C990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
C1619 Specification for Elastomeric Seals for Joining Concrete Structures
C1677 Specification for Joints for Concrete Box, Using Rubber Gaskets
3
2.2 AASHTO Standards:
Standard Specifications for Highway Bridges
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Types
4.1 Precast reinforced concrete box sections manufactured in accordance with this specification shall be one of two types
identified in Tables 1 and 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 Pipeand is the direct responsibility of Subcommittee C13.07 on Acceptance
Specifications and Precast Concrete Box Sections.
Current edition approved July 1, 2013Feb. 1, 2014. Published July 2013March 2014. Originally approved in 1999. Last previous edition approved in 2013 as
C1433M – 13a.C1433M – 13b. DOI: 10.1520/C1433M-13B.10.1520/C1433M-14.
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 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 ----------------------
C1433M − 14
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 specificat
...

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This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts. Strength test and load test shall be made in accordance with the specified requirements.
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1.1 This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts.  
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Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

ABSTRACT
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 125 ft.  
1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification.
Note 1: Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.  
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.

  • Technical specification
    29 pages
    English language
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  • Technical specification
    29 pages
    English language
    sale 15% off