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ASTM C1433M-15

(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-2015
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-14 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Apr-2015
Replaced By
ASTM C1433M-16 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
15-Jan-2016
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-2015
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-2015
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Apr-2015

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ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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REDLINE ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)REDLINE ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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REDLINE ASTM C1433M-15 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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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 −15
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 pounds for Curing Concrete
C497MTest Methods for Concrete Pipe, Manhole Sections,
1.1 This specification covers single-cell precast reinforced
or Tile (Metric)
concrete box sections cast monolithically and intended to be
C595Specification for Blended Hydraulic Cements
used for the construction of culverts and for the conveyance of
C618Specification for Coal Fly Ash and Raw or Calcined
storm water industrial wastes and sewage.
Natural Pozzolan for Use in Concrete
1.2 This specification is the SI companion to Specification
C822Terminology Relating to Concrete Pipe and Related
C1433.
Products
C989SpecificationforSlagCementforUseinConcreteand
NOTE 1—This specification is primarily a manufacturing and purchas-
ing specification. However, standard designs are included and the criteria Mortars
used to develop these designs are given in Appendix X1. The successful
C990Specification for Joints for Concrete Pipe, Manholes,
performance of this product depends upon the proper selection of the box
and Precast Box Sections Using Preformed Flexible Joint
section, bedding, backfill, and care that the installation conforms to the
Sealants
construction specifications. The purchaser of the precast reinforced
C1602/C1602MSpecification for Mixing Water Used in the
concrete box sections specified herein is cautioned that he must properly
correlate the loading conditions and the field requirements with the box
Production of Hydraulic Cement Concrete
section specified and provide for inspection at the construction site.
C1619Specification for Elastomeric Seals for Joining Con-
crete Structures
2. Referenced Documents
C1677Specification for Joints for Concrete Box, Using
2
2.1 ASTM Standards:
Rubber Gaskets
3
A1064/A1064MSpecification for Carbon-Steel Wire and
2.2 AASHTO Standards:
Welded Wire Reinforcement, Plain and Deformed, for
Standard Specifications for Highway Bridges
Concrete
A615/A615MSpecificationforDeformedandPlainCarbon-
3. Terminology
Steel Bars for Concrete Reinforcement
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
A706/A706MSpecification for Deformed and Plain Low-
pipe, see Terminology C822.
Alloy 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
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-
concretecompressivestrengthtestsdescribedinSection10,by
tance Specifications and Precast Concrete Box Sections.
the material requirements described in Section 6, and by
Current edition approved April 1, 2015. Published April 2015. Originally
approved in 1999. Last previous edition approved in 2014 as C1433M–14. DOI:
inspection of the finished box sections.
10.1520/C1433M-15.
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−15
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. welded wire reinforcement conforming to Specification
A1064/A1064M. Circumferential reinforcement areas in
6. Material
Tables 1 and 2 are based solely on the use of welded wire
reinforcement, refer to 11.6 if alternate steel design
...

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 − 14 C1433M − 15
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
A706/A706M Specification for Deformed and Plain Low-Alloy 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.
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 Feb. 1, 2014April 1, 2015. Published March 2014April 2015. Originally approved in 1999. Last previous edition approved in 20132014 as
C1433M – 13b.C1433M – 14. DOI: 10.1520/C1433M-14.10.1520/C1433M-15.
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 − 15
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.
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 section
...

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ABSTRACT
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Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

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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.
FIG. 1 Person Entry Inspection  
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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  • Standard
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ASTM
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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  • Technical specification
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