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ASTM C1433-06

(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 . 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-Apr-2006
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 C1433-04e1 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-May-2006
Replaced By
ASTM C1433-07 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Mar-2007
Referred By
ASTM C1677-11a(2017) - Standard Specification for Joints for Concrete Box, Using Rubber Gaskets
Effective Date
01-May-2006
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-May-2006
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
01-May-2006
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-May-2006
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-May-2006

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ASTM C1433-06 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and SewersASTM C1433-06 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
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ASTM C1433-06 - 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 – 06
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 C33 Specification for Concrete Aggregates
C39 Test Method for Compressive Strength of Cylindrical
1.1 This specification covers single-cell precast reinforced
Concrete Specimens
concrete box sections intended to be used for the construction
C 150 Specification for Portland Cement
of culverts and for the conveyance of storm water industrial
C 309 Specification for Liquid Membrane-Forming Com-
wastes and sewage.
pounds for Curing Concrete
1.2 This specification is the companion to SI Specification
C 497 Test Methods for Concrete Pipe, Manhole Sections,
C 1433M; therefore, no SI equivalents are shown in this
or Tile
specification.
C 595 Specification for Blended Hydraulic Cements
NOTE 1—This specification is primarily a manufacturing and purchas-
C 618 Specification for Coal Fly Ash and Raw or Calcined
ing specification. However, standard designs are included and the criteria
Natural Pozzolan for Use as a Mineral Admixture in
used to develop these designs are given in Appendix X1. The successful
Concrete
performance of this product depends upon the proper selection of the box
C 822 Terminology Relating to Concrete Pipe and Related
section, bedding, backfill, and care that the installation conforms to the
Products
construction specifications. The purchaser of the precast reinforced
concrete box sections specified herein is cautioned that proper correlation
C 989 Specification for Ground Granulated Blast-Furnace
of the loading conditions and the field requirements with the box section
Slag for Use in Concrete and Mortars
specified, and provision for inspection at the construction site, are
C 1116 Specification for Fiber-Reinforced Concrete and
required.
Shotcrete
3
2.2 AASHTO Standard:
2. Referenced Documents
Standard Specifications for Highway Bridges
2
2.1 ASTM Standards:
A82 Specification for Steel Wire, Plain, for Concrete Re-
3. Terminology
inforcement
3.1 Definitions—For definitions of terms relating to con-
A 185 Specification for Steel Welded Wire Reinforcement,
crete pipe, see Terminology C 822.
Plain, for Concrete
A 496 Specification for Steel Wire, Deformed, for Concrete
4. Types
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
Deformed, for Concrete
identified in Table 1 and Table 2, and shall be designated by
A 615/A 615M Specification for Deformed and Plain
type, span, rise, and design earth cover.
Billet-Steel Bars for Concrete Reinforcement
C 31/C 31M Practice for Making and Curing ConcreteTest
5. Basis of Acceptance
Specimens in the Field
5.1 Acceptability of the box sections produced in accor-
dance with Section 7 shall be determined by the results of the
1 concrete compressive strength tests described in Section 10,by
This specification is under the jurisdiction of ASTM Committee C13 on
the material requirements described in Section 6, and by
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
inspection of the finished box sections.
Current edition approved May 1, 2006. Published May 2006. Originally
e1
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 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 ----------------------
C1433–06
5.2 Box sections shall be considered ready for acceptance 6.4 Admixtures and Blends—Admixtures and blends shall
when they conform to the requirements of this specification. be allowed to be used with the approval of the purchaser.
6.5 Steel Reinforcement—Reinforcement shall consist of
6. Material
welded wire fabric conforming to Specifications A 185 or
6.1 Reinforced Concrete—The reinforced concrete shall
A 497. Circumferential reinforcement areas in Tables 1 and 2
consist of cementitious materials, mineral
...

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1.4 There are applications where concrete pipe is utilized as a carrier pipe and is pushed through a casing after the soil has already been removed. These applications are not specifically addressed by this standard since the requirements for these types of installations differ from those for a typical jacking installation.  
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1.1 This specification covers the manufacture and acceptance of reinforced precast concrete end sections for pipe, herein referred to as “end section(s),” to conform to the owner's requirements.
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SIGNIFICANCE AND USE
5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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1.1 This practice covers procedures for testing the joints of installed precast concrete pipe sewer lines, when using either air or water under low pressure to demonstrate the integrity of the joint and the construction procedures. This practice is used for testing precast concrete sewer lines utilizing rubber gasket sealed joints.
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This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
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This specification covers reinforced concrete low-head pressure pipe. Acceptability of the pipe in all diameters and classes shall be determined by the results of such material tests. The reinforced concrete shall consist of Portland cement, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. Portland cement shall conform to the requirements specified. Aggregates shall conform to the requirements specified, except that the requirements for grading are waived. Admixtures, except for air-entraining agents, shall not be added to the concrete unless permitted by the owner. Reinforcement shall consist of wire conforming to the requirements prescribed. Steel castings for fittings shall conform to grade 70-36. Steel plates for specials and fittings shall conform to requirements specified. All rubber gaskets shall be extruded or molded and cured in such a manner that any cross section will be dense, homogeneous, and free of porosity, blisters, pitting, and other imperfections. Joints shall utilize steel joint rings, steel bells and concrete spigots, or be formed entirely of concrete. The aggregates shall be graded, proportioned, and thoroughly mixed with the proportions of cementitious material and water that will produce a workable, uniform, homogeneous concrete mixture. Compression tests of cylinders and hydrostatic tests of pipes shall be performed to meet the requirements prescribed.
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Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

SIGNIFICANCE AND USE
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.
FIG. 1 Person Entry Inspection  
FIG. 2 Remote Inspection Camera  
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1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
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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