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ASTM C1504-04e1

(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 C1504-04 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
Effective Date
01-Oct-2004
Replaced By
ASTM C1504-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
Effective Date
08-Oct-2007
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 C1504-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm DrainsASTM C1504-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
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ASTM C1504-04e1 - 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
e1
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
e NOTE—Editorial changes made throughout in March 2005.
1. Scope A 616/A 616M Specification for Rail-Steel Deformed and
Plain Bars for Concrete Reinforcement
1.1 This specification covers single-cell precast convention-
A 617/A 617M Specification for Axle-Steel Deformed and
ally reinforced concrete three-sided structures intended to be
Plain Bars for Concrete Reinforcement
used for the construction of culverts and for the conveyance of
A 706/A 706M Specification for Low-Alloy Steel De-
storm water.
formed and Plain Bars for Concrete Reinforcement
1.2 A complete metric companion to Specification C 1504
C 31/C 31M Practice for Making and Curing Concrete Test
has been developed—C 1504M; therefore, no metric equiva-
Specimens in the Field
lents are presented in this specification.
C33 Specification for Concrete Aggregates
NOTE 1—This specification is primarily a manufacturing and purchas-
C39 Test Method for Comprehensive Strength of Cylindri-
ing specification. The successful performance of this product depends
cal Concrete Specimens
upon the proper selection of the geometric section, bedding, backfill, and
C 150 Specification for Portland Cement
care that the installation conforms to the construction specifications. The
C 309 Specification for Liquid Membrane-Forming Com-
purchaser of the precast reinforced concrete three-sided structure specified
pounds for Curing Concrete
herein is cautioned that he must properly correlate the loading conditions
and the field requirements with the geometric section specified and
C 494/C 494M Specification for Chemical Admixtures for
provide for inspection at the construction site.
Concrete
C 497 Test Methods for Concrete Pipe, Manhole Sections,
2. Referenced Documents
or Tile
2
2.1 ASTM Standards:
C 595 Specification for Blended Hydraulic Cements
A82 Specification for Steel Wire, Plain, for Concrete Re-
C 618 Specification for Coal Fly Ash and Raw or Calcined
inforcement
Natural Pozzolan for Use as a Mineral Admixture in
A 185 Specification for Steel Welded Wire Reinforcement,
Portland Cement Concrete
Plain, for Concrete
C 822 Terminology Relating to Concrete Pipe and Related
A 496 Specification for Steel Wire, Deformed, for Concrete
Products
Reinforcement
C 989 Specification for Ground Granulated Blast-Furnace
A 497 Specification for Steel Welded Wire Reinforcement,
Slag for Use in Concrete and Mortars
Deformed, for Concrete
C 1116 Specification for Fiber-Reinforced Concrete and
A 615/A 615M Specification for Deformed and Plain
Shotcrete
Billet-Steel Bars for Concrete Reinforcement
2.2 AASHTO Standard:
3
Standard Specifications for Highway Bridges
1
This specification is under the jurisdiction of ASTM Committee C13 on
3. Terminology
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections. 3.1 Definitions—Fordefinitionsoftermsrelatingtogeomet-
CurrenteditionapprovedOctober1,2004.PublishedNovember2004.Originally
ric sections, see Terminology C 822.
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 ----------------------
e1
C1504–04
4. Types conforming to Specification A 615/A 615M, Grade 60, A 616/
A 616M,or A 617/A 617M. Longitudinal distribution rein-
4.1 Precast reinforced concrete three-sided structures manu-
forcement may consist of welded wire fabric or deformed
factured in accordance with this specification shall be desig-
billet-steel bars conforming to Specification A 615/A 615M,
nated by span, rise, and design earth cover.
Grade 60.
5. Basis of Acceptance
NOTE 2—This specification does not address reinforcement with pre-
stressing strand or any other form of pre-tensioning or post-tensioning.
5.1 Acceptability of the three-sided sections produced in
accordance with Section 7 shall be determined by the results
...

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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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7.1  
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7.5  
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7.6  
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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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