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ASTM C1504-04e2

(Specification)

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

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

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 shall be designated by span, rise, and design earth cover. The reinforced concrete shall consist of cement, fly ash, ground granulated blast-furnace slag, aggregates, admixtures and blends, steel reinforcements, and synthetic fibers. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials and water as will produce a homogeneous concrete mixture. The concrete shall be subjected to either steam curing, water curing, or membrane curing. Compression tests for determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the structure compacted and cured in like manner as the three-sided section, or on cores drilled from the three-sided section.
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
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 C1504-04e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
Effective Date
08-Oct-2007
Replaced By
ASTM C1504-04(2010) - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
Effective Date
01-Jul-2010
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
08-Oct-2007

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ASTM C1504-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm DrainsASTM C1504-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
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ASTM C1504-04e2 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and 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
´2
Designation: C1504 – 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 C1504; 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 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 A complete metric companion to Specification C1504
Specimens in the Field
has been developed—C1504M; therefore, no metric equiva-
C33 Specification for Concrete Aggregates
lents are presented 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.
C497 TestMethodsforConcretePipe,ManholeSections,or
Tile
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—Fordefinitionsoftermsrelatingtogeomet-
ric sections, 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 C1504 – 03. DOI:
nated by span, rise, and design earth cover.
10.1520/C1504-04E02.
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
C1504 – 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 mate
...

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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 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 375 kPa.  
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4.1 The inspection of installed reinforced concrete pipe verifies proper installation of the product and establishes thresholds for comparison further evaluation.  
4.2 This practice is useful as a reference by an owner in preparing project specifications and to identify, evaluate and interpret observations during post installation inspections of pipe.
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1.1 This practice covers the requirements for inspection and acceptance of installed reinforced concrete pipe by either person-entry, or remote inspection as shown in Figs. 1 and 2, respectively.
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FIG. 2 Remote Inspection Camera  
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1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
1.5 Access of installed pipe for manual inspection shall follow OSHA 29 CFR PART 1926 SUBPART AA regulations for confined space entry. However, this standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
1.6 This practice does not cover deformation or deflection assessment. Concrete pipe is classified as a rigid structure because they do not bend or deflect appreciably under load before cracking. Due to these facts shape evaluation are of little or no value when evaluating concrete pipe.  
1.7 The values stated in either Imperial/US or [SI units] are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.  
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ABSTRACT
This specification deals with the standards for single-cell precast reinforced concrete box sections cast monolithically and proposed for use in the construction of culverts and for the conveyance of storm water industrial sewage. The reinforced concrete shall be composed of cementitious materials, mineral aggregates and water, in which steel has been embedded. The aggregates shall be sized, graded, and mixed to the proportion that will produce a homogeneous mixture. The box sections shall also undergo steam curing, water curing, and membrane curing.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.  
1.2 This specification is the SI companion to Specification C1433.
Note 1: This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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