ASTM C1433M-02a

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 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 the 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: 09-Sep-2002
• 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

Relations

• Replaces: ASTM C1433M-02 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
• Effective Date: 10-Sep-2002
• Replaced By: ASTM C1433M-04 - 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: 10-Sep-2002
• Referred By: ASTM C1675-22 - Standard Practice for Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
• Effective Date: 10-Sep-2002
• Referred By: ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
• Effective Date: 10-Sep-2002

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 02a
METRIC
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
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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.
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1. Scope Billet-Steel Bars for Concrete Reinforcement
C 31/C 31M Practice for Making and Curing Concrete Test
1.1 This specification covers single-cell precast reinforced
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Specimens in the Field
concrete box sections intended to be used for the construction
3
C 33 Specification for Concrete Aggregates
of culverts and for the conveyance of storm water industrial
C 39 Test Method for Compressive Strength of Cylindrical
wastes and sewage.
3
Concrete Specimens
1.2 This specification is the companion to inch-pound
4
C 150 Specification for Portland Cement
Specification C 1433.
C 309 Specification for Liquid Membrane-Forming Com-
NOTE 1—This specification is primarily a manufacturing and purchas- 3
pounds for Curing Concrete
ing specification. However, standard designs are included and the criteria
C 497M Test Methods for Concrete Pipe, Manhole Sec-
used to develop these designs are given in Appendix X1. The successful
5
tions, or Tile [Metric]
performance of this product depends upon the proper selection of the box
4
C 595 Specification for Blended Hydraulic Cements
section, bedding, backfill, and care that the installation conforms to the
construction specifications. The purchaser of the precast reinforced C 618 Specification for Coal Fly Ash and Raw or Calcined
concrete box sections specified herein is cautioned that he must properly
Natural Pozzolan for Use as a Mineral Admixture in
3
correlate the loading conditions and the field requirements with the box
Portland Cement Concrete
section specified and provide for inspection at the construction site.
C 822 Terminology Relating to Concrete Pipe and Related
5
Products
2. Referenced Documents
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2.2 AASHTO Standards:
2.1 ASTM Standards:
Specifications for Highway Bridges, 1997 Edition
A 82 Specification for Steel Wire, Plain, for Concrete Re-
2
inforcement
3. Terminology
A 185 Specification for Steel Welded Wire Fabric, Plain, for
3.1 Definitions—For definitions of terms relating to con-
2
Concrete Reinforcement
crete pipe, see Terminology C 822.
A 496 Specification for Steel Wire, Deformed, for Concrete
2
Reinforcement
4. Types
A 497 Specification for Steel Welded Wire Fabric, De-
4.1 Precast reinforced concrete box sections manufactured
2
formed, for Concrete Reinforcement
in accordance with this specification shall be one of two types
A 615/A 615M Specification for Deformed and Plain
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
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Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on Annual Book of ASTM Standards, Vol 04.02.
4
Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.01.
5
Current edition approved Sept. 10, 2002. Published November 2002. Originally Annual Book of ASTM Standards, Vol 04.05.
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published as C 1433M–99. Last previous edition C 1433M–02. Available from American Association of State Highway and Transportation
2
Annual Book of ASTM Standards, Vol 01.04. 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.
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C 1433M – 02a
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 at those locations which ar
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