ASTM C1504M-01e1
(Specification)Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers (Metric)
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.
General Information
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Standards Content (Sample)
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Designation: C 1504M – 01
METRIC
Standard Specification for
Manufacture of Precast Reinforced Concrete Three-Sided
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Structures for Culverts, Storm Drains, and Sewers [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.
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e NOTE—Paragraph 10.3.3.3 was inadvertently retained in the revision approved 9/10/01. It was deleted editorially in April
2002.
1. Scope C 31/C 31M Practice for Making and Curing Concrete Test
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Specimens in the Field
1.1 This specification covers single-cell precast convention-
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C 33 Specification for Concrete Aggregates
ally reinforced concrete three-sided structures intended to be
C 39 Test Method for Comprehensive Strength of Cylindri-
used for the construction of culverts and for the conveyance of
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cal Concrete Specimens
storm water and sewage.
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C 150 Specification for Portland Cement
1.2 This specification is the metric counterpart of Specifi-
C 309 Specification for Liquid Membrane-Forming Com-
cation C 1504; therefore, no imperial equivalents are presented
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pounds for Curing Concrete
in this specification.
C 494/C 494M Specification for Chemical Admixtures for
NOTE 1—This specification is primarily a manufacturing and purchas- 3
Concrete
ing specification. The successful performance of this product depends
C 497M Test Methods for Concrete Pipe, Manhole Sec-
upon the proper selection of the geometric section, bedding, backfill, and
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tions, or Tile [Metric]
care that the installation conforms to the construction specifications. The
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C 595 Specification for Blended Hydraulic Cements
purchaser of the precast reinforced concrete three-sided structure specified
herein is cautioned that he must properly correlate the loading conditions C 618 Specification for Coal Fly Ash and Raw or Calcined
and the field requirements with the geometric section specified and
Natural Pozzolan for Use as a Mineral Admixture in
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provide for inspection at the construction site.
Portland Cement Concrete
C 822 Terminology Relating to Concrete Pipe and Related
2. Referenced Documents
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Products
2.1 ASTM Standards:
2.2 AASHTO Standard:
A 82 Specification for Steel Wire, Plain, for Concrete Re- 6
Standard Specifications for Highway Bridges
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inforcement
A 185 Specification for Steel Welded Wire Fabric, Plain, for 3. Terminology
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Concrete Reinforcement
3.1 Definitions—For definitions of terms, see Terminology
A 496 Specification for Steel Wire, Deformed, for Concrete
C 822.
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Reinforcement
4. Types
A 497 Specification for Steel Welded Wire Fabric, De-
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formed, for Concrete Reinforcement
4.1 Precast reinforced concrete three-sided structures shall
A 615/A 615M Specification for Deformed and Plain
be produced by manufacturers that meet the requirements of
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Billet-Steel Bars for Concrete Reinforcement
the purchasers, and shall designate each section by span, rise,
A 616/A 616M Specification for Rail-Steel Deformed and
and design earth cover.
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Plain Bars for Concrete Reinforcement
5. Basis of Acceptance
A 617/A 617M Specification for Axle-Steel Deformed and
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Plain Bars for Concrete Reinforcement
5.1 Acceptability of the three-sided sections produced in
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This specification is under the jurisdiction of ASTM Committee C13 on Annual Book of ASTM Standards, Vol 04.02.
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Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on Annual Book of ASTM Standards, Vol 04.01.
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Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.05.
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Current edition approved Sept. 10, 2001. Published November 2001. American Association of State Highway and Transportation Officials
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Annual Book of ASTM Standards, Vol 01.04. (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.
e1
C 1504M – 01
accordance with Section 7 shall be determined by the results of MPa for deformed billet-steel bars.
the concrete compressive strength tests described in Section 7.2 Placement of Reinforcement—The cover of concrete
10, by the material requirements described in Section 6, and by over the circumferential reinforcement shall be 25 mm, subject
inspection of the finished three-sided sections. to the provisions of Section 11. The clear distance of the end
5.2 Three-sided sections shall be
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