ASTM C1433M-16
(Specification)Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
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.
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Designation:C1433M −16
StandardSpecification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers (Metric)
This standard is issued under the fixed designation C1433M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope C309Specification for Liquid Membrane-Forming Com-
pounds for Curing Concrete
1.1 This specification covers single-cell precast reinforced
C494/C494MSpecification for Chemical Admixtures for
concrete box sections cast monolithically and intended to be
Concrete
used for the construction of culverts and for the conveyance of
C497MTest Methods for Concrete Pipe, Manhole Sections,
storm water industrial wastes and sewage.
or Tile (Metric)
1.2 This specification is the SI companion to Specification
C595/C595MSpecification for Blended Hydraulic Cements
C1433.
C618Specification for Coal Fly Ash and Raw or Calcined
NOTE 1—This specification is primarily a manufacturing and purchas- Natural Pozzolan for Use in Concrete
ing specification. However, standard designs are included and the criteria
C822Terminology Relating to Concrete Pipe and Related
used to develop these designs are given in Appendix X1. The successful
Products
performance of this product depends upon the proper selection of the box
C989/C989MSpecification for Slag Cement for Use in
section, bedding, backfill, and care that the installation conforms to the
Concrete and Mortars
construction specifications. The purchaser of the precast reinforced
concrete box sections specified herein is cautioned that he must properly C990Specification for Joints for Concrete Pipe, Manholes,
correlate the loading conditions and the field requirements with the box
and Precast Box Sections Using Preformed Flexible Joint
section specified and provide for inspection at the construction site.
Sealants
C1017/C1017MSpecification for Chemical Admixtures for
2. Referenced Documents
Use in Producing Flowing Concrete
2
2.1 ASTM Standards:
C1116/C1116MSpecification for Fiber-Reinforced Concrete
A615/A615MSpecificationforDeformedandPlainCarbon-
C1602/C1602MSpecification for Mixing Water Used in the
Steel Bars for Concrete Reinforcement
Production of Hydraulic Cement Concrete
A1064/A1064MSpecification for Carbon-Steel Wire and
C1619Specification for Elastomeric Seals for Joining Con-
Welded Wire Reinforcement, Plain and Deformed, for
crete Structures
Concrete
C1677Specification for Joints for Concrete Box, Using
A706/A706MSpecification for Deformed and Plain Low-
Rubber Gaskets
Alloy Steel Bars for Concrete Reinforcement
3
2.2 AASHTO Standards:
C31/C31MPractice for Making and Curing Concrete Test
Standard Specifications for Highway Bridges
Specimens in the Field
C33/C33MSpecification for Concrete Aggregates
3. Terminology
C39/C39MTest Method for Compressive Strength of Cylin-
drical Concrete Specimens
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
C150/C150MSpecification for Portland Cement
pipe, see Terminology C822.
C260/C260MSpecification for Air-Entraining Admixtures
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 Pipeand is the direct responsibility of Subcommittee C13.07 on Accep-
in accordance with this specification shall be one of two types
tance Specifications and Precast Concrete Box Sections.
identified in Tables 1 and 2, and shall be designated by type,
Current edition approved Jan. 15, 2016. Published January 2016. Originally
span, rise, and design earth cover.
approved in 1999. Last previous edition approved in 2015 as C1433M–15. DOI:
10.1520/C1433M-16.
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 ----------------------
C1433M−16
5. Basis of Acceptance Tables 1 and 2 are based solely on the use of welded wire
reinforcement, refer to 11.6 if alternate steel designs utilizing
5.1 Acceptability of the box sections produced in accor-
steel bars, Grade 420, in conjunction with or in lieu of welded
dance with Section 7 shall be determined by the results of the
wire reinforcement are to be submitted for the owner’s
concretecomp
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C1433M − 15 C1433M − 16
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
1
Culverts, Storm Drains, and Sewers (Metric)
This standard is issued under the fixed designation C1433M; 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 (´) indicates an editorial change since the last revision or reapproval.
1. 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C150C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)
C595C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
C1619 Specification for Elastomeric Seals for Joining Concrete Structures
C1677 Specification for Joints for Concrete Box, Using Rubber Gaskets
3
2.2 AASHTO Standards:
Standard Specifications for Highway Bridges
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipeand is the direct responsibility of Subcommittee C13.07 on Acceptance
Specifications and Precast Concrete Box Sections.
Current edition approved April 1, 2015Jan. 15, 2016. Published April 2015January 2016. Originally approved in 1999. Last previous edition approved in 20142015 as
C1433M – 14.C1433M – 15. DOI: 10.1520/C1433M-15.10.1520/C1433M-16.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Association of State Highway and Transportation 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 ----------------------
C1433M − 16
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Types
4.1 Precast reinforced concrete box sections manufactured in accordance with this specification shall be one of two types
identified i
...
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