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ASTM C1504-02

(Specification)

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

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

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 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
09-Jul-2002
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 C1504-01e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
Effective Date
10-Jul-2002
Replaced By
ASTM C1504-03 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains
Effective Date
10-May-2003
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
10-Jul-2002

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ASTM C1504-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and SewersASTM C1504-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
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ASTM C1504-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers
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Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1504 – 02
Standard Specification for
Manufacture of Three-Sided Structures for Culverts and
1
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.
3
1. Scope Specimens in the Field
3
C 33 Specification for Concrete Aggregates
1.1 This specification covers single-cell precast convention-
C 39 Test Method for Comprehensive Strength of Cylindri-
ally reinforced concrete three-sided structures intended to be
3
cal Concrete Specimens
used for the construction of culverts and for the conveyance of
4
C 150 Specification for Portland Cement
storm water.
C 309 Specification for Liquid Membrane-Forming Com-
1.2 A complete metric companion to Specification C 1504
3
pounds for Curing Concrete
has been developed—C 1504M; therefore, no metric equiva-
C 494/C 494M Specification for Chemical Admixtures for
lents are presented in this specification.
3
Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
C 497 Test Methods for Concrete Pipe, Manhole Sections,
ing specification. The successful performance of this product depends
5
or Tile
upon the proper selection of the geometric section, bedding, backfill, and
4
C 595 Specification for Blended Hydraulic Cements
care that the installation conforms to the construction specifications. The
C 618 Specification for Coal Fly Ash and Raw or Calcined
purchaser of the precast reinforced concrete three-sided structure specified
herein is cautioned that he must properly correlate the loading conditions Natural Pozzolan for Use as a Mineral Admixture in
3
and the field requirements with the geometric section specified and
Portland Cement Concrete
provide for inspection at the construction site.
C 822 Terminology Relating to Concrete Pipe and Related
5
Products
2. Referenced Documents
C 1504 Specification for Fiber-Reinforced Concrete and
2.1 ASTM Standards:
Shotcrete
A 82 Specification for Steel Wire, Plain, for Concrete Re-
2.2 AASHTO Standard:
2
6
inforcement
Standard Specifications for Highway Bridges
A 185 Specification for Steel Welded Wire Fabric, Plain, for
2
Concrete Reinforcement 3. Terminology
A 496 Specification for Steel Wire, Deformed, for Concrete
3.1 Definitions—For definitions of terms relating to geomet-
2
Reinforcement
ric sections, see Terminology C 822.
A 497 Specification for Steel Welded Wire Fabric, De-
2
4. Types
formed, for Concrete Reinforcement
A 615/A 615M Specification for Deformed and Plain
4.1 Precast reinforced concrete three-sided structures manu-
2
Billet-Steel Bars for Concrete Reinforcement
factured in accordance with this specification shall be designed
A 616/A 616M Specification for Rail-Steel Deformed and
by span, rise, and design earth cover.
2
Plain Bars for Concrete Reinforcement
5. Basis of Acceptance
A 617/A 617M Specification for Axle-Steel Deformed and
2
Plain Bars for Concrete Reinforcement
5.1 Acceptability of the three-sided sections produced in
A 706/A 706M Specification for Low-Alloy Steel De-
accordance with Section 7 shall be determined by the results of
2
formed and Plain Bars for Concrete Reinforcement
the concrete compressive strength tests described in Section
C 31/C 31M Practice for Making and Curing Concrete Test
10, by the material requirements described in Section 6, and by
inspection of the finished three-sided sections.
5.2 Three-sided sections shall be considered ready for
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
3
Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.02.
4
Current edition approved July 10, 2002. Published October 2002. Originally Annual Book of ASTM Standards, Vol 04.01.
e1 5
published as C 1504 – 01. Last previous edition C 1504 – 01 . Annual Book of ASTM Standards, Vol 04.05.
2 6
Annual Book of ASTM Standards, Vol 01.04. 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 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C1504–02
acceptance when they conform to the requirements of this 7.2 Placement of Reinforcement—The cover of concrete
specification. over the circumferential reinforcement shall be 1
...

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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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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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1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
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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