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ASTM C1504-16

(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 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 A complete metric companion to Specification C1504 has been developed—C1504M; 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 proper correlation of the loading conditions and the field requirements with the geometric section specified and provisions for inspection at the construction site are required.  
1.3 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.

General Information

Status
Historical
Publication Date
31-Jan-2016
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 C1504-15a - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
Effective Date
01-Feb-2016
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-Feb-2016

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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: C1504 −16
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. Scope C39/C39M Test Method for Compressive Strength of Cylin-
drical Concrete Specimens
1.1 This specification covers single-cell precast convention-
C150/C150M Specification for Portland Cement
ally reinforced concrete three-sided structures intended to be
C260/C260M Specification for Air-Entraining Admixtures
used for the construction of culverts and for the conveyance of
for Concrete
storm water.
C309 Specification for Liquid Membrane-Forming Com-
1.2 A complete metric companion to Specification C1504
pounds for Curing Concrete
has been developed—C1504M; therefore, no metric equiva-
C494/C494M Specification for Chemical Admixtures for
lents are presented in this specification.
Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or
NOTE 1—This specification is primarily a manufacturing and purchas-
ing specification. The successful performance of this product depends
Tile
upon the proper selection of the geometric section, bedding, backfill, and
C595/C595M Specification for Blended Hydraulic Cements
care that the installation conforms to the construction specifications. The
C618 Specification for Coal Fly Ash and Raw or Calcined
purchaser of the precast reinforced concrete three-sided structure specified
Natural Pozzolan for Use in Concrete
herein is cautioned that proper correlation of the loading conditions and
C822 Terminology Relating to Concrete Pipe and Related
the field requirements with the geometric section specified and provisions
for inspection at the construction site are required.
Products
C989/C989M Specification for Slag Cement for Use in
1.3 The values stated in inch-pound units are to be regarded
Concrete and Mortars
as standard. No other units of measurement are included in this
C1017/C1017M Specification for Chemical Admixtures for
standard.
Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
2. Referenced Documents
C1602/C1602M Specification for Mixing Water Used in the
2
2.1 ASTM Standards:
Production of Hydraulic Cement Concrete
A1064/A1064M Specification for Carbon-Steel Wire and
2.2 AASHTO Standard:
Welded Wire Reinforcement, Plain and Deformed, for
3
AASHTO LRFD Bridge Design Specification
Concrete
2.3 ACI Standard:
A615/A615M SpecificationforDeformedandPlainCarbon-
ACI 318 Building Code Requirements for Structural Con-
Steel Bars for Concrete Reinforcement
4
crete and Commentary
A706/A706M Specification for Deformed and Plain Low-
Alloy Steel Bars for Concrete Reinforcement
3. Terminology
C31/C31M Practice for Making and Curing Concrete Test
3.1 Definitions—For definitions of terms relating to geomet-
Specimens in the Field
C33/C33M Specification for Concrete Aggregates ric sections, see Terminology C822.
4. Types
1
4.1 Precast reinforced concrete three-sided structures manu-
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
factured in accordance with this specification shall be desig-
Acceptance Specifications and Precast Concrete Box Sections.
nated by span, rise, and design earth cover.
Current edition approved Feb. 1, 2016. Published February 2016. Originally
approved in 2001. Last previous edition approved in 2015 as C1504 – 15a. DOI:
10.1520/C1504-16.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or American Association of State Highway and Transportation Officials
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.
4
Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1504 − 16
5. Basis of Acceptance cast concrete and shall conform to the requirements of Speci-
fication C260/C260M.
5.1 Acceptability of the three-sided sections produced in
6.5 Steel Reinforcement—Reinforcement shall consist of
accordance with Section 7 shall be determined by the results of
the concrete compressive strength tests described in Section welded wire reinforcement conform
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C1504 − 15a C1504 − 16
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. 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 C1504 has been developed—C1504M; 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 proper correlation of the loading conditions and the field
requirements with the geometric section specified and provisions for inspection at the construction site are required.
1.3 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this
standard.
2. Referenced Documents
2
2.1 ASTM Standards:
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
2.2 AASHTO Standard:
3
AASHTO LRFD Bridge Design Specification
1
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.
Current edition approved Oct. 1, 2015Feb. 1, 2016. Published October 2015February 2016. Originally approved in 2001. Last previous edition approved in 2015 as
C1504 – 15.C1504 – 15a. DOI: 10.1520/C1504-15A.10.1520/C1504-16.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
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 ----------------------
C1504 − 16
2.3 ACI Standard:
4
ACI 318 Building Code Requirements for Structural Concrete and Commentary
3. Terminology
3.1 Definitions—For definitions of terms relating to geometric sections, see Terminology C822.
4. Types
4.1 Precast reinforced concrete three-sided structures manufactured in accordance with this specification shall be designated by
span, rise, and design earth cover.
5. Basis of Acceptance
5.1 Acceptability of the three-sided sections produced in accordance with Section 7 shall be determined by the results of the
concrete compressive
...

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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
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ASTM
ASTM C1433M-22(Specification)
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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  • Technical specification
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