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ASTM C1504-04

(Specification)

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

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

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.
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
30-Sep-2004
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.07 - Acceptance Specifications and Precast Concrete Box Sections
Current Stage
Ref Project

Relations

Replaces
ASTM C1504-03 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
Effective Date
01-Oct-2004
Replaced By
ASTM C1504-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
Effective Date
01-Oct-2004
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-Oct-2004

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ASTM C1504-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm DrainsASTM C1504-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
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ASTM C1504-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
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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 1504 – 04
Standard Specification for
Manufacture of Precast Reinforced Concrete Three-Sided
1
Structures for Culverts and Storm Drains
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. Scope A 706/A 706M Specification for Low-Alloy Steel De-
formed and Plain Bars for Concrete Reinforcement
1.1 This specification covers single-cell precast convention-
C 31/C 31M Practice for Making and Curing Concrete Test
ally reinforced concrete three-sided structures intended to be
Specimens in the Field
used for the construction of culverts and for the conveyance of
C33 Specification for Concrete Aggregates
storm water.
C39 Test Method for Comprehensive Strength of Cylindri-
1.2 A complete metric companion to Specification C 1504
cal Concrete Specimens
has been developed—C 1504M; therefore, no metric equiva-
C 150 Specification for Portland Cement
lents are presented in this specification.
C 309 Specification for Liquid Membrane-Forming Com-
NOTE 1—This specification is primarily a manufacturing and purchas-
pounds for Curing Concrete
ing specification. The successful performance of this product depends
C 494/C 494M Specification for Chemical Admixtures for
upon the proper selection of the geometric section, bedding, backfill, and
Concrete
care that the installation conforms to the construction specifications. The
C 497 Test Methods for Concrete Pipe, Manhole Sections,
purchaser of the precast reinforced concrete three-sided structure specified
or Tile
herein is cautioned that he must properly correlate the loading conditions
and the field requirements with the geometric section specified and
C 595 Specification for Blended Hydraulic Cements
provide for inspection at the construction site.
C 618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use as a Mineral Admixture in
2. Referenced Documents
Portland Cement Concrete
2
2.1 ASTM Standards:
C 822 Terminology Relating to Concrete Pipe and Related
A82 Specification for Steel Wire, Plain, for Concrete Re-
Products
inforcement
C 989 Specification for Ground Granulated Blast-Furnace
A 185 Specification for Steel Welded Wire Reinforcement,
Slag for Use in Concrete and Mortars
Plain, for Concrete
C 1116 Specification for Fiber-Reinforced Concrete and
A 496 Specification for Steel Wire, Deformed, for Concrete
Shotcrete
Reinforcement
2.2 AASHTO Standard:
A 497 Specification for Steel Welded Wire Reinforcement, 3
Standard Specifications for Highway Bridges
Deformed, for Concrete
A 615/A 615M Specification for Deformed and Plain 3. Terminology
Billet-Steel Bars for Concrete Reinforcement
3.1 Definitions—Fordefinitionsoftermsrelatingtogeomet-
A 616/A 616M Specification for Rail-Steel Deformed and
ric sections, see Terminology C 822.
Plain Bars for Concrete Reinforcement
A 617/A 617M Specification for Axle-Steel Deformed and 4. Types
Plain Bars for Concrete Reinforcement
4.1 Precast reinforced concrete three-sided structures manu-
factured in accordance with this specification shall be desig-
nated by span, rise, and design earth cover.
1
This specification is under the jurisdiction of ASTM Committee C13 on
5. Basis of Acceptance
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
5.1 Acceptability of the three-sided sections produced in
CurrenteditionapprovedOctober1,2004.PublishedNovember2004.Originally
accordance with Section 7 shall be determined by the results of
approved in 2001. Last previous edition approved in 2003 as C 1504 – 03.
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 American Association of State Highway and Transportation Officials
the ASTM website. (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 withdrawn. Contact ASTM
International (www.astm.org) for the latest information.
C1504–04
the concrete compressive strength tests described in Section 6.6 Synthetic Fibers—Collated fibrillated virgin polypropy-
10, by the material requirements described in Section 6, and by lene fibers may be used, at the manufacturer’s option, in
inspection of the finished three-
...

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This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, and UNS R30556 nickel alloy billets and bars for reforging. The products shall be hot worked from ingots by rolling, forging, extruding, hammering, or pressing. The material shall conform to the chemical composition requirements prescribed by the reference material. The chemical composition of the material shall be determined by chemical analysis in accordance with test method E1473.
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1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
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