Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers (Metric)

SCOPE
1.1 This specification covers single-cell precast conventionally reinforced concrete three-sided structures intended to be used for the construction of culverts and for the conveyance of storm water and sewage.
1.2 This specification is the metric counterpart of Specification C 1504; therefore, no imperial equivalents are presented in this specification.
Note 1—This specification is primarily a manufacturing and purchasing specification. The successful performance of this product depends upon the proper selection of the geometric section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete three-sided structure specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the geometric section specified and provide for inspection at the construction site.

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09-Jul-2002
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ASTM C1504M-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers (Metric)
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1504M – 02
Standard Specification for
Manufacture of Three-Sided Structures for Culverts and
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Storm Drains (Metric)
This standard is issued under the fixed designation C 1504M; 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.
3
1. Scope Specimens in the Field
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C 33 Specification for Concrete Aggregates
1.1 This specification covers single-cell precast convention-
C 39 Test Method for Comprehensive Strength of Cylindri-
ally reinforced concrete three-sided structures intended to be
3
cal Concrete Specimens
used for the construction of culverts and for the conveyance of
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C 150 Specification for Portland Cement
storm water.
C 309 Specification for Liquid Membrane-Forming Com-
1.2 This specification is the metric counterpart of Specifi-
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pounds for Curing Concrete
cation C 1504; therefore, no imperial equivalents are presented
C 494/C 494M Specification for Chemical Admixtures for
in this specification.
3
Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
C 497M Test Methods for Concrete Pipe, Manhole Sec-
ing specification. The successful performance of this product depends
5
tions, or Tile [Metric]
upon the proper selection of the geometric section, bedding, backfill, and
4
C 595 Specification for Blended Hydraulic Cements
care that the installation conforms to the construction specifications. The
C 618 Specification for Coal Fly Ash and Raw or Calcined
purchaser of the precast reinforced concrete three-sided structure specified
herein is cautioned that he must properly correlate the loading conditions Natural Pozzolan for Use as a Mineral Admixture in
3
and the field requirements with the geometric section specified and
Portland Cement Concrete
provide for inspection at the construction site.
C 822 Terminology Relating to Concrete Pipe and Related
5
Products
2. Referenced Documents
C 1116 Specification for Fiber-Reinforced Concrete and
3
2.1 ASTM Standards:
Shotcrete
A 82 Specification for Steel Wire, Plain, for Concrete Re-
2.2 AASHTO Standard:
2
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inforcement
Standard Specifications for Highway Bridges
A 185 Specification for Steel Welded Wire Fabric, Plain, for
2
Concrete Reinforcement 3. Terminology
A 496 Specification for Steel Wire, Deformed, for Concrete
3.1 Definitions—For definitions of terms, see Terminology
2
Reinforcement
C 822.
A 497 Specification for Steel Welded Wire Fabric, De-
2
4. Types
formed, for Concrete Reinforcement
A 615/A 615M Specification for Deformed and Plain
4.1 Precast reinforced concrete three-sided structures manu-
2
Billet-Steel Bars for Concrete Reinforcement
factured in accordance with this specification shall be designed
A 616/A 616M Specification for Rail-Steel Deformed and
by span, rise, and design earth cover.
2
Plain Bars for Concrete Reinforcement
5. Basis of Acceptance
A 617/A 617M Specification for Axle-Steel Deformed and
2
Plain Bars for Concrete Reinforcement
5.1 Acceptability of the three-sided sections produced in
A 706/A 706M Specification for Low-Alloy Steel De-
accordance with Section 7 shall be determined by the results of
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formed and Plain Bars for Concrete Reinforcement
the concrete compressive strength tests described in Section
C 31/C 31M Practice for Making and Curing Concrete Test
10, by the material requirements described in Section 6, and by
inspection of the finished three-sided sections.
5.2 Three-sided sections shall be considered ready for
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
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Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.02.
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Current edition approved July 10, 2002. Published October 2002. Originally Annual Book of ASTM Standards, Vol 04.01.
e1 5
published as C 1504M – 01. Last previous edition C 1504M – 01 . Annual Book of ASTM Standards, Vol 04.05.
2 6
Annual Book of ASTM Standards, Vol 01.04. 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.
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C 1504M – 02
acceptance when they conform to the requirements of this 7.2 Placement of Reinforcement—The cover of concrete
specification. over the circumferential reinforcement shall be 25 mm, subjec
...

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