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ASTM C1504M-04e2

(Specification)

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

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

ABSTRACT
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. Precast reinforced concrete three-sided structures manufactured in accordance with this specification shall be designated by span, rise, and design earth cover. The reinforced concrete shall consist of cementitious materials, mineral aggregates and water, in which steel has been embedded in such a manner that the steel and concrete act together. The three-sided section's dimensions and reinforcement details shall be as required by design. Splices in the circumferential reinforcement shall be made by lapping. The precast reinforced concrete three-sided structures shall be produced with tongue and groove ends, flat butt ends or key-way ends. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials and water as will produce a homogeneous concrete mixture of such quality that each section will conform to the test and design requirements. The three-sided sections shall be cured for a sufficient length of time so that the concrete will develop the required compressive strength. The forms used in manufacture shall be sufficiently rigid and accurate to maintain the three-sided section dimensions within the permissible variations. Handling devices or holes shall be permitted in each three-sided section for the purpose of handling and laying. Cylinders and cores shall be obtained and tested for compressive strength to meet the requirements prescribed.
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 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
07-Oct-2007
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 C1504M-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
Effective Date
08-Oct-2007
Replaced By
ASTM C1504M-04(2010) - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)
Effective Date
01-Jul-2010
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
08-Oct-2007

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ASTM C1504M-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)ASTM C1504M-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)
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ASTM C1504M-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and 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
´2
Designation: C1504M – 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 C1504M; 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 (´) indicates an editorial change since the last revision or reapproval.
1
´ NOTE—Editorial changes were made throughout in March 2005.
2
´ NOTE—“Fabric” was editorially changed to “reinforcement” throughout in October 2007.
3
1. Scope Plain Bars for Concrete Reinforcement
A617/A617M Specification for Axle-Steel Deformed and
1.1 This specification covers single-cell precast convention-
3
Plain Bars for Concrete Reinforcement
ally reinforced concrete three-sided structures intended to be
A706/A706M Specification for Low-Alloy Steel Deformed
used for the construction of culverts and for the conveyance of
and Plain Bars for Concrete Reinforcement
storm water.
C31/C31M Practice for Making and Curing Concrete Test
1.2 This specification is the metric counterpart of Specifi-
Specimens in the Field
cation C1504; therefore, no imperial equivalents are presented
C33 Specification for Concrete Aggregates
in this specification.
C39/C39M Test Method for Compressive Strength of Cy-
NOTE 1—This specification is primarily a manufacturing and purchas-
lindrical Concrete Specimens
ing specification. The successful performance of this product depends
C150 Specification for Portland Cement
upon the proper selection of the geometric section, bedding, backfill, and
C309 Specification for Liquid Membrane-Forming Com-
care that the installation conforms to the construction specifications. The
pounds for Curing Concrete
purchaser of the precast reinforced concrete three-sided structure specified
C494/C494M Specification for Chemical Admixtures for
herein is cautioned that he must properly correlate the loading conditions
and the field requirements with the geometric section specified and
Concrete
provide for inspection at the construction site.
C497M Test Methods for Concrete Pipe, Manhole Sections,
or Tile [Metric]
2. Referenced Documents
C595 Specification for Blended Hydraulic Cements
2
2.1 ASTM Standards:
C618 Specification for Coal Fly Ash and Raw or Calcined
A82/A82M Specification for SteelWire, Plain, for Concrete
Natural Pozzolan for Use in Concrete
Reinforcement
C822 Terminology Relating to Concrete Pipe and Related
A185/A185M Specification for Steel Welded Wire Rein-
Products
forcement, Plain, for Concrete
C989 Specification for Slag Cement for Use in Concrete
A496/A496M Specification for Steel Wire, Deformed, for
and Mortars
Concrete Reinforcement
C1116 Specification for Fiber-Reinforced Concrete and
A497/A497M Specification for Steel Welded Wire Rein-
Shotcrete
forcement, Deformed, for Concrete
2.2 AASHTO Standard:
A615/A615M Specification for Deformed and Plain 4
Standard Specifications for Highway Bridges
Carbon-Steel Bars for Concrete Reinforcement
A616/A616M Specification for Rail-Steel Deformed and 3. Terminology
3.1 Definitions—For definitions of terms, see Terminology
C822.
1
This specification is under the jurisdiction of ASTM Committee C13 on
4. Types
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
4.1 Precast reinforced concrete three-sided structures manu-
Current edition approved Oct. 1, 2004. Published November 2004. Originally
factured in accordance with this specification shall be desig-
approved in 2001. Last previous edition approved in 2003 as C1504M – 03. DOI:
nated by span, rise, and design earth cover.
10.1520/C1504M-04E02.
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 Withdrawn.
4
the ASTM website. 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 ----------------------
´2
C1504M – 04
stressing strand or any other form of pre-tensioning or post-tensioning.
5. Basis of Acceptance
5.1 Acceptability of the three-sided sections produced in
6.6 Synthetic Fibers—Collated fibrillated virgin polypropy-
accordance with Section 7 shall be determined by the results of
lene fibers may be used, at the manufacturer’s option, in
the concrete compressive strength tests described in Section
three-sided structures as a nonstructural manufacturing mat
...

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5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
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This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts. Strength test and load test shall be made in accordance with the specified requirements.
SCOPE
1.1 This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts.  
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ABSTRACT
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.
SCOPE
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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