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ASTM C1433-04

(Specification)

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

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 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
30-Sep-2004
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.07 - Acceptance Specifications and Precast Concrete Box Sections
Current Stage
Ref Project

Relations

Replaces
ASTM C1433-03 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Oct-2004
Replaced By
ASTM C1433-04e1 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Oct-2004
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

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ASTM C1433-04 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and SewersASTM C1433-04 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
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ASTM C1433-04 - Standard Specification for Precast Reinforced Concrete 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: 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. Scope Deformed, for Concrete
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 SI Specification
C 39 Test Method for Compressive Strength of Cylindrical
C 1433M; therefore, no SI equivalents are shown in this
Concrete Specimens
specification.
C 150 Specification for Portland Cement
NOTE 1—This specification is primarily a manufacturing and purchas-
C 309 Specification for Liquid Membrane-Forming Com-
ing specification. However, standard designs are included and the criteria
pounds for Curing Concrete
used to develop these designs are given in Appendix X1. The successful
C 497 Test Methods for Concrete Pipe, Manhole Sections,
performance of this product depends upon the proper selection of the box
or Tile
section, bedding, backfill, and care that the installation conforms to the
C 595 Specification for Blended Hydraulic Cements
construction specifications. The purchaser of the precast reinforced
concrete box sections specified herein is cautioned that proper correlation
C 618 Specification for Coal Fly Ash and Raw or Calcined
of the loading conditions and the field requirements with the box section
Natural Pozzolan for Use as a Mineral Admixture in
specified, and provision for inspection at the construction site, are
Concrete
required.
C 822 Terminology Relating to Concrete Pipe and Related
Products
2. Referenced Documents
C 1116 Specification for Fiber-Reinforced Concrete and
2
2.1 ASTM Standards:
Shotcrete
A 82 Specification for Steel Wire, Plain, for Concrete Re-
3
2.2 AASHTO Standard:
inforcement
Specifications for Highway Bridges, 1997 Edition
A 185 Specification for Steel Welded Wire Reinforcement,
Plain, for Concrete
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 Reinforcement,
4. Types
4.1 Precast reinforced concrete box sections manufactured
1
This specification is under the jurisdiction of Committee C13 on Concrete Pipe
in accordance with this specification shall be one of two types
and is the direct responsibility of Subcommittee C13.07 on Acceptance Specifica-
identified in Tables 1 and 2, and shall be designated by type,
tions and Precast Concrete Box Sections.
span, rise, and design earth cover.
CurrenteditionapprovedOctober1,2004.PublishedNovember2004.Originally
approved in 1999. Last previous edition approved in 2003 as C 1433–03.
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 ----------------------
C1433–04
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. Topslab8in.,bottomslab6in.
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
soil properties, loading data, and typical section as included in Appendix
A A A A A A A A “M,” in.
s1 s2 s3 s4 s5 s6 s7 s8
Cover, ft
X1. For alternative or special designs, see 7.2.
A
0<2 0.18 0.48 0.27 0.12 0.24 0.18 0.18 0.14
NOTE 4—Design steel a
...

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This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, and UNS R30556 nickel alloy billets and bars for reforging. The products shall be hot worked from ingots by rolling, forging, extruding, hammering, or pressing. The material shall conform to the chemical composition requirements prescribed by the reference material. The chemical composition of the material shall be determined by chemical analysis in accordance with test method E1473.
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1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
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