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ASTM C1433M-04

(Specification)

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

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

SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections 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 inch-pound Specification C 1433.
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
30-Sep-2004
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-02a - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Oct-2004
Replaced By
ASTM C1433M-04e1 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
01-Oct-2004
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-Oct-2004
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-Oct-2004
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Oct-2004

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ASTM C1433M-04 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)ASTM C1433M-04 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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ASTM C1433M-04 - Standard Specification for Precast Reinforced Concrete 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: C 1433M – 04
METRIC
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
1
Storm Drains, and Sewers [Metric]
This standard is issued under the fixed designation C 1433M; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope formed, for Concrete Reinforcement
A 615/A 615M Specification for Deformed and Plain
1.1 This specification covers single-cell precast reinforced
Billet-Steel Bars for Concrete Reinforcement
concrete box sections intended to be used for the construction
C 31/C 31M Practice for Making and Curing ConcreteTest
of culverts and for the conveyance of storm water industrial
Specimens in the Field
wastes and sewage.
C 33 Specification for Concrete Aggregates
1.2 This specification is the companion to inch-pound
C 39 Test Method for Compressive Strength of Cylindrical
Specification C 1433.
Concrete Specimens
NOTE 1—This specification is primarily a manufacturing and purchas-
C 150 Specification for Portland Cement
ing specification. However, standard designs are included and the criteria
C 309 Specification for Liquid Membrane-Forming Com-
used to develop these designs are given in Appendix X1. The successful
pounds for Curing Concrete
performance of this product depends upon the proper selection of the box
C 497M Test Methods for Concrete Pipe, Manhole Sec-
section, bedding, backfill, and care that the installation conforms to the
construction specifications. The purchaser of the precast reinforced tions, or Tile [Metric]
concrete box sections specified herein is cautioned that he must properly
C 595 Specification for Blended Hydraulic Cements
correlate the loading conditions and the field requirements with the box
C 618 Specification for Coal Fly Ash and Raw or Calcined
section specified and provide for inspection at the construction site.
Natural Pozzolan for Use as a Mineral Admixture in
Portland Cement Concrete
2. Referenced Documents
C 822 Terminology Relating to Concrete Pipe and Related
2
2.1 ASTM Standards:
Products
A 82 Specification for Steel Wire, Plain, for Concrete Re-
3
2.2 AASHTO Standards:
inforcement
Specifications for Highway Bridges, 1997 Edition
A 185 SpecificationforSteelWeldedWireFabric,Plain,for
Concrete Reinforcement
3. Terminology
A 496 Specification for Steel Wire, Deformed, for Concrete
3.1 Definitions—For definitions of terms relating to con-
Reinforcement
crete pipe, see Terminology C 822.
A 497 Specification for Steel Welded Wire Fabric, De-
4. Types
4.1 Precast reinforced concrete box sections manufactured
1
This specification is under the jurisdiction of ASTM Committee C13 on
in accordance with this specification shall be one of two types
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
identified in Tables 1 and 2, and shall be designated by type,
Acceptance Specifications and Precast Concrete Box Sections.
span, rise, and design earth cover.
CurrenteditionapprovedOctober1,2004.PublishedNovember2004.Originally
published as C 1433M–99. Last previous edition C 1433M–02a.
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 ----------------------
C 1433M – 04
TABLE 1 Design Requirements for Precast Concrete Box
4.6 250 400 400 250 460
Sections Under Earth Dead and HS20 Live Load Conditions
6.1 300 510 530 250 460
7.6 380 640 640 250 460
NOTE 1—Design earth covers and reinforcement areas are based on the
9.1 440 760 760 250 460
weight of a column of earth over the width of the box section as defined
A
in Appendix X1. Top slab 200 mm, bottom slab 150 mm.
NOTE 2—Concrete design strength 35 MPa.
1200 by 1200 by 125 mm
NOTE 3—The design earth cover indicated is the height of fill above the
2
Design Circumferential Reinforcement Areas, mm /m
top of the box section. Design requirements are based on the material and
Earth
soil properties, loading data, and typical section as included in Appendix
A A A A A A A A “M,” mm
s1 s2 s3 s4 s5 s6 s7 s8
Cover, m
X1. For alternative or special designs, see 7.2.
A
0<0.6 380 1020 570 250 510 380 380 300
NOTE 4—Design steel area in millimetres per linear metre of box
0.6<0.9 340 800 720 250 940
section
...

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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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1.5 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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