ASTM C1433-02

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 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 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 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: 09-Jul-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 C1433-01 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
• Effective Date: 10-Jul-2002
• Replaced By: ASTM C1433-02a - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
• Effective Date: 10-Sep-2002
• Referred By: ASTM C1677-11a(2017) - Standard Specification for Joints for Concrete Box, Using Rubber Gaskets
• Effective Date: 10-Jul-2002
• 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: 10-Jul-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-Jul-2002
• 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: 10-Jul-2002
• Referred By: ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
• Effective Date: 10-Jul-2002

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1433 – 02
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. Scope A 615/A 615M Specification for Deformed and Plain
2
Billet-Steel Bars for Concrete Reinforcement
1.1 This specification covers single-cell precast reinforced
C 31/C 31M Practice for Making and Curing Concrete Test
concrete box sections intended to be used for the construction
3
Specimens in the Field
of culverts and for the conveyance of storm water industrial
3
C 33 Specification for Concrete Aggregates
wastes and sewage.
C 39 Test Method for Compressive Strength of Cylindrical
1.2 This specification is the companion to SI Specification
3
Concrete Specimens
C 1433M; therefore, no SI equivalents are shown in this
4
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- 3
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
5
or Tile
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 proper correlation
Natural Pozzolan for Use as a Mineral Admixture in
3
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.
5
Products
6
2.2 AASHTO Standard:
2. Referenced Documents
Specifications for Highway Bridges, 1997 Edition
2.1 ASTM Standards:
A 82 Specification for Steel Wire, Plain, for Concrete Re-
3. Terminology
2
inforcement
3.1 Definitions—For definitions of terms relating to con-
A 185 Specification for Steel Welded Wire Fabric Rein-
crete pipe, see Terminology C 822.
2
forcement, Plain, for Concrete
A 496 Specification for Steel Wire, Deformed, for Concrete
4. Types
2
Reinforcement
4.1 Precast reinforced concrete box sections manufactured
A 497 Specification for Steel Welded Wire Reinforcement,
in accordance with this specification shall be one of two types
2
Deformed, for Concrete
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 Committee C13 on Concrete Pipe
3
and is the direct responsibility of Subcommittee C13.07 on Acceptance Specifica- Annual Book of ASTM Standards, Vol 04.02.
4
tions and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.01.
5
Current edition approved July 10, 2002. Published October 2002. Originally Annual Book of ASTM Standards, Vol 04.05.
6
published as C 1433–99. Last previous edition C 1433–01. 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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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C1433–02
TABLE 1 Design Requirements for Precast Concrete Box
15 0.12 0.19 0.19 0.12 18
Sections Under Earth Dead and HS20 Live Load Conditions
20 0.14 0.24 0.25 0.12 18
25 0.18 0.30 0.30 0.12 18
NOTE 1—Design earth covers and reinforcement areas are based on the
30 0.21 0.36 0.36 0.12 18
weight of a column of earth over the width of the box section as defined
A
in Appendix X1. Top slab 8 in., bottom slab 6 in.
NOTE 2—Concrete design strength 5000 psi.
4ftby4ftby5in.
NOTE 3—The design earth cover indicated is the height of fill above the
2
Design Circumferential Reinforcement Areas, in. /ft
top of the box section. Design requirements are based on the material and
Earth
A A A A A A A A “M,” in.
soil properties, loading data, and typical section as included in Appendix
Cover, ft s1 s2 s3 s4 s5 s6 s7 s8
X1. For alternative or special designs, see
...