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ASTM C1504-01e1

(Specification)

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

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

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 A complete metric companion to Specification C 1504 has been developed—C 1504M; therefore, no metric 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

Status
Historical
Publication Date
09-Sep-2001
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 C1504-01 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
Effective Date
10-Sep-2001
Replaced By
ASTM C1504-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
Effective Date
10-Jul-2002
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
10-Sep-2001

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ASTM C1504-01e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and SewersASTM C1504-01e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
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ASTM C1504-01e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures 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 discontinued.
Contact ASTM International (www.astm.org) for the latest information.
e1
Designation: C 1504 – 01
Standard Specification for
Manufacture of Precast Reinforced Concrete Three-Sided
1
Structures for Culverts, Storm Drains, and Sewers
This standard is issued under the fixed designation C 1504; 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
e NOTE—Paragraph 10.3.3.3 was inadvertently retained in the revision approved 9/10/01. It was deleted editorially in April
2002.
3
1. Scope Specimens in the Field
3
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
4
C 150 Specification for Portland Cement
storm water and sewage.
C 309 Specification for Liquid Membrane-Forming Com-
1.2 A complete metric companion to Specification C 1504
3
pounds for Curing Concrete
has been developed—C 1504M; therefore, no metric equiva-
C 494/C 494M Specification for Chemical Admixtures for
lents are presented in this specification.
3
Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
C 497 Test Methods for Concrete Pipe, Manhole Sections,
ing specification. The successful performance of this product depends
5
or Tile
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
2.2 AASHTO Standard:
6
2.1 ASTM Standards:
Standard Specifications for Highway Bridges
A 82 Specification for Steel Wire, Plain, for Concrete Re-
2
inforcement 3. Terminology
A 185 Specification for Steel Welded Wire Fabric, Plain, for
3.1 Definitions—For definitions of terms relating to geomet-
2
Concrete Reinforcement
ric sections, see Terminology C 822.
A 496 Specification for Steel Wire, Deformed, for Concrete
2
Reinforcement 4. Types
A 497 Specification for Steel Welded Wire Fabric, De-
4.1 Precast reinforced concrete three-sided structures shall
2
formed, for Concrete Reinforcement
be produced by manufacturers that meet the requirements of
A 615/A 615M Specification for Deformed and Plain
the purchasers, and shall designate each section by span, rise,
2
Billet-Steel Bars for Concrete Reinforcement
and design earth cover.
A 616/A 616M Specification for Rail-Steel Deformed and
2
5. Basis of Acceptance
Plain Bars for Concrete Reinforcement
A 617/A 617M Specification for Axle-Steel Deformed and
5.1 Acceptability of the three-sided sections produced in
2
Plain Bars for Concrete Reinforcement
accordance with Section 7 shall be determined by the results of
C 31/C 31M Practice for Making and Curing Concrete Test
the concrete compressive strength tests described in Section
10, by the material requirements described in Section 6, and by
inspection of the finished three-sided sections.
1
This specification is under the jurisdiction of ASTM Committee C13 on
3
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on Annual Book of ASTM Standards, Vol 04.02.
4
Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.01.
5
Current edition approved Sept. 10, 2001. Published November 2001. 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.
1

---------------------- Page: 1 ----------------------
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.
C 1504
1
5.2 Three-sided sections shall be considered ready for circumferential wires shall be not less than ⁄2 in. nor more than
acceptance when they conform to the requirements of this 2 in. from the ends of each section. For three-sided sections
spec
...

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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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1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft.  
1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification.
Note 1: Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.  
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