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ASTM C1433-13

(Specification)

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

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

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 companion to SI Specification C1433M; therefore, no SI equivalents are shown in this specification. 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 proper correlation of the loading conditions and the field requirements with the box section specified, and provision for inspection at the construction site, are required.

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 C1433-10 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
15-Feb-2013
Replaced By
ASTM C1433-13a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Apr-2013
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
15-Feb-2013
Referred By
ASTM C1928/C1928M-23 - Standard Test Method for Compressive Strength of Alkali Activated Cementitious Material Mortars (Using 2-in. [50 mm] Cube Specimens)
Effective Date
15-Feb-2013
Referred By
ASTM C1677-11a(2017) - Standard Specification for Joints for Concrete Box, Using Rubber Gaskets
Effective Date
15-Feb-2013
Referred By
ASTM C990-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
Effective Date
15-Feb-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

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ASTM C1433-13 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and SewersASTM C1433-13 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
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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:C1433 −13
StandardSpecification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers
This standard is issued under the fixed designation C1433; 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 C39/C39MTest Method for Compressive Strength of Cylin-
drical Concrete Specimens
1.1 This specification covers single-cell precast reinforced
C150Specification for Portland Cement
concrete box sections cast monolithically and intended to be
C309Specification for Liquid Membrane-Forming Com-
used for the construction of culverts and for the conveyance of
pounds for Curing Concrete
storm water industrial wastes and sewage.
C497Test Methods for Concrete Pipe, Manhole Sections, or
1.2 This specification is the companion to SI Specification
Tile
C1433M; therefore, no SI equivalents are shown in this
C595Specification for Blended Hydraulic Cements
specification.
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
C1116 Specification for Fiber-Reinforced Concrete and
concrete box sections specified herein is cautioned that proper correlation
of the loading conditions and the field requirements with the box section
Shotcrete
specified, and provision for inspection at the construction site, are
3
2.2 AASHTO Standard:
required.
Standard Specifications for Highway Bridges
2. Referenced Documents
2
3. Terminology
2.1 ASTM Standards:
A82/A82MSpecification for Steel Wire, Plain, for Concrete
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
Reinforcement
pipe, see Terminology C822.
A185/A185M Specification for Steel Welded Wire
Reinforcement, Plain, for Concrete
4. Types
A496/A496MSpecification for Steel Wire, Deformed, for
4.1 Precast reinforced concrete box sections manufactured
Concrete Reinforcement
in accordance with this specification shall be one of two types
A497/A497M Specification for Steel Welded Wire
identified in Table 1 and Table 2, and shall be designated by
Reinforcement, Deformed, for Concrete
type, span, rise, and design earth cover.
A615/A615MSpecificationforDeformedandPlainCarbon-
Steel Bars for Concrete Reinforcement
5. Basis of Acceptance
C31/C31MPractice for Making and Curing Concrete Test
5.1 Acceptability of the box sections produced in accor-
Specimens in the Field
dance with Section 7 shall be determined by the results of the
C33Specification for Concrete Aggregates
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. 15, 2013. Published March 2013. Originally
when they conform to the requirements of this specification.
approved in 1999. Last previous edition approved in 2010 as C1433–10. DOI:
10.1520/C1433-13.
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 ----------------------
C1433−13
6. Material A185M or A497/A497M. 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, in which steel has been embedded in such a
...

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: C1433 − 10 C1433 − 13
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers
This standard is issued under the fixed designation C1433; 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 companion to SI Specification C1433M; therefore, no SI equivalents are shown in this specification.
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 proper correlation of the loading conditions and the field requirements with the box section specified, and provision for
inspection at the construction site, are required.
2. Referenced Documents
2
2.1 ASTM Standards:
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Reinforcement, 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
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
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
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3
2.2 AASHTO Standard:
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 Table 1 and Table 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 March 15, 2010Feb. 15, 2013. Published March 2010March 2013. Originally approved in 1999. Last previous edition approved in 20082010
as C1433 – 08.C1433 – 10. DOI: 10.1520/C1433-10.10.1520/C1433-13.
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 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 ----------------------
C1433 − 13
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 specification.
6. Material
6.1 Reinforced Concrete
...

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SCOPE
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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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