ASTM C1433-04e1

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

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 SI Specification C 1433M; 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 . 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: 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

Relations

• Replaces: ASTM C1433-04 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
• Effective Date: 01-Oct-2004
• Replaced By: ASTM C1433-06 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
• Effective Date: 01-May-2006
• Referred By: ASTM C1677-11a(2017) - Standard Specification for Joints for Concrete Box, Using Rubber Gaskets
• Effective Date: 01-Oct-2004
• 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: 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 C990-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
• Effective Date: 01-Oct-2004
• Referred By: ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
• Effective Date: 01-Oct-2004

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
e1
Designation: C 1433 – 04
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
1
Storm Drains, and Sewers
This standard is issued under the fixed designation C 1433; 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
e NOTE—Editorial changes were made throughout in April 2005.
1. Scope A 615/A 615M Specification for Deformed and Plain
Billet-Steel Bars for Concrete Reinforcement
1.1 This specification covers single-cell precast reinforced
C 31/C 31M Practice for Making and Curing ConcreteTest
concrete box sections intended to be used for the construction
Specimens in the Field
of culverts and for the conveyance of storm water industrial
C33 Specification for Concrete Aggregates
wastes and sewage.
C39 Test Method for Compressive Strength of Cylindrical
1.2 This specification is the companion to SI Specification
Concrete Specimens
C 1433M; therefore, no SI equivalents are shown in this
C 150 Specification for Portland Cement
specification.
C 309 Specification for Liquid Membrane-Forming Com-
NOTE 1—This specification is primarily a manufacturing and purchas-
pounds for Curing Concrete
ing specification. However, standard designs are included and the criteria
C 497 Test Methods for Concrete Pipe, Manhole Sections,
used to develop these designs are given in Appendix X1. The successful
or Tile
performance of this product depends upon the proper selection of the box
C 595 Specification for Blended Hydraulic Cements
section, bedding, backfill, and care that the installation conforms to the
C 618 Specification for Coal Fly Ash and Raw or Calcined
construction specifications. The purchaser of the precast reinforced
concrete box sections specified herein is cautioned that proper correlation
Natural Pozzolan for Use as a Mineral Admixture in
of the loading conditions and the field requirements with the box section
Concrete
specified, and provision for inspection at the construction site, are
C 822 Terminology Relating to Concrete Pipe and Related
required.
Products
C 989 Specification for Ground Granulated Blast-Furnace
2. Referenced Documents
Slag for Use in Concrete and Mortars
2
2.1 ASTM Standards:
C 1116 Specification for Fiber-Reinforced Concrete and
A82 Specification for Steel Wire, Plain, for Concrete Re-
Shotcrete
inforcement
3
2.2 AASHTO Standard:
A 185 Specification for Steel Welded Wire Reinforcement,
Standard Specifications for Highway Bridges
Plain, for Concrete
A 496 Specification for Steel Wire, Deformed, for Concrete
3. Terminology
Reinforcement
3.1 Definitions—For definitions of terms relating to con-
A 497 Specification for Steel Welded Wire Reinforcement,
crete pipe, see Terminology C 822.
Deformed, for Concrete
4. Types
1 4.1 Precast reinforced concrete box sections manufactured
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on in accordance with this specification shall be one of two types
Acceptance Specifications and Precast Concrete Box Sections.
identified in Table 1 and Table 2, and shall be designated by
Current edition approved Oct. 1, 2004. Published November 2004. Originally
type, span, rise, and design earth cover.
approved in 1999. Last previous edition approved in 2004 as C 1433–04.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. 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.
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C1433–04
TABLE 1 Design Requirements for Precast Concrete Box Sections Under Earth Dead and HS20 Live Load Conditions
NOTE 1—Design earth covers and reinforcement areas are based on the weight of a column of earth over the width of the box section as defined in
Appendix X1.
NOTE 2—Concrete design strength 5000 psi.
NOTE 3—The design earth cover indicated is the height of fill above the top of the box section. Design requirements are based on the material and soil
properties, loading data, and typical section as included in Appendix X1. For alternative or special designs, see 7.2.
NOTE 4—Design steel area in square inches per linear foot of box section at those locations which are indicated on the typical section included in Fig.
1.
NOTE 5—The t
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