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ASTM C1504M-03

(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
09-May-2003
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-02 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains, and Sewers (Metric)
Effective Date
10-May-2003
Replaced By
ASTM C1504M-04 - 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
10-May-2003

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ASTM C1504M-03 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)ASTM C1504M-03 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric)
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ASTM C1504M-03 - 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 – 03
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 C 31/C 31M Practice for Making and Curing Concrete Test
4
Specimens in the Field
1.1 This specification covers single-cell precast convention-
4
C 33 Specification for Concrete Aggregates
ally reinforced concrete three-sided structures intended to be
C 39 Test Method for Comprehensive Strength of Cylindri-
used for the construction of culverts and for the conveyance of
4
cal Concrete Specimens
storm water.
5
C 150 Specification for Portland Cement
1.2 This specification is the metric counterpart of Specifi-
C 309 Specification for Liquid Membrane-Forming Com-
cation C 1504; therefore, no imperial equivalents are presented
4
pounds for Curing Concrete
in this specification.
C 494/C 494M Specification for Chemical Admixtures for
NOTE 1—This specification is primarily a manufacturing and purchas- 4
Concrete
ing specification. The successful performance of this product depends
C 497M Test Methods for Concrete Pipe, Manhole Sec-
upon the proper selection of the geometric section, bedding, backfill, and
6
tions, or Tile [Metric]
care that the installation conforms to the construction specifications. The
5
C 595 Specification for Blended Hydraulic Cements
purchaser of the precast reinforced concrete three-sided structure specified
C 618 Specification for Coal Fly Ash and Raw or Calcined
herein is cautioned that he must properly correlate the loading conditions
and the field requirements with the geometric section specified and
Natural Pozzolan for Use as a Mineral Admixture in
4
provide for inspection at the construction site.
Portland Cement Concrete
C 822 Terminology Relating to Concrete Pipe and Related
2. Referenced Documents
6
Products
2.1 ASTM Standards:
C 1116 Specification for Fiber-Reinforced Concrete and
4
A 82 Specification for Steel Wire, Plain, for Concrete Re-
Shotcrete
2
inforcement
2.2 AASHTO Standard:
7
A 185 Specification for Steel Welded Wire Reinforcement,
Standard Specifications for Highway Bridges
2
Plain, for Concrete
A 496 Specification for Steel Wire, Deformed, for Concrete 3. Terminology
2
Reinforcement
3.1 Definitions—For definitions of terms, see Terminology
A 497 Specification for Steel Welded Wire Reinforcement,
C 822.
2
Deformed, for Concrete
A 615/A 615M Specification for Deformed and Plain 4. Types
2
Billet-Steel Bars for Concrete Reinforcement
4.1 Precast reinforced concrete three-sided structures manu-
A 616/A 616M Specification for Rail-Steel Deformed and
factured in accordance with this specification shall be desig-
3
Plain Bars for Concrete Reinforcement
nated by span, rise, and design earth cover.
A 617/A 617M Specification for Axle-Steel Deformed and
3
5. Basis of Acceptance
Plain Bars for Concrete Reinforcement
A 706/A 706M Specification for Low-Alloy Steel De-
5.1 Acceptability of the three-sided sections produced in
2
formed and Plain Bars for Concrete Reinforcement
accordance with Section 7 shall be determined by the results of
the concrete compressive strength tests described in Section
10, by the material requirements described in Section 6, and by
1 inspection of the finished three-sided sections.
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
4
Current edition approved May 10, 2003. Published July 2003. Originally Annual Book of ASTM Standards, Vol 04.02.
5
approved in 2001. Last previous edition approved in 2002 as C 1504M – 02. Annual Book of ASTM Standards, Vol 04.01.
2 6
Annual Book of ASTM Standards, Vol 01.04. Annual Book of ASTM Standards, Vol 04.05.
3 7
Discontinued. See 1998 Annual Book of ASTM Standards, Vol 01.04. Replaced American Association of State Highway and Transportation Officials
by A 996/A 996M. (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 ----------------------
C 1504M – 03
5.2 Three-sided sections shall be considered ready for yield strength shall be 445 MPa for welded-wire fabric and 411
acceptance when they conform to the requirements of this MPa for deformed billet-steel bars.
specification.
7.2 Placement of Reinforcement—The cover of concrete
over the circumferential
...

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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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Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)

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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