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ASTM C1504M-04

(Specification)

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

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

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 C1504M-03 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
Effective Date
01-Oct-2004
Replaced By
ASTM C1504M-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
Effective Date
01-Oct-2004
Referred By
ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Oct-2004

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ASTM C1504M-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)ASTM C1504M-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
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ASTM C1504M-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
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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 1504M – 04
Standard Specification for
Manufacture of Precast Reinforced Concrete Three-Sided
1
Structures for Culverts and 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.
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 This specification is the metric counterpart of Specifi-
cal Concrete Specimens
cation C 1504; therefore, no imperial equivalents are presented
C 150 Specification for Portland Cement
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 497M Test Methods for Concrete Pipe, Manhole Sec-
purchaser of the precast reinforced concrete three-sided structure specified
tions, or Tile [Metric]
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 1116 Specification for Fiber-Reinforced Concrete and
A 185 Specification for Steel Welded Wire Reinforcement,
Shotcrete
Plain, for Concrete
C 989 Specification for Ground Granulated Blast-Furnace
A 496 Specification for Steel Wire, Deformed, for Concrete
Slag for Use in Concrete and Mortars
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—For definitions of terms, see Terminology
A 616/A 616M Specification for Rail-Steel Deformed and
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 1504M – 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.
C 1504M – 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-sided se
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
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Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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