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ASTM C1504-15e1

(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
14-Jan-2015
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 C1504-15 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
Effective Date
15-Jan-2015
Replaced By
ASTM C1504-15a - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
Effective Date
01-Oct-2015
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
15-Jan-2015

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ASTM C1504-15e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm DrainsASTM C1504-15e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains
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REDLINE ASTM C1504-15e1 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm DrainsREDLINE ASTM C1504-15e1 - 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
´1
Designation: C1504 −15
StandardSpecification 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
ε NOTE—Editorial correction was made in April 2015.
1. Scope C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylin-
1.1 This specification covers single-cell precast convention-
drical Concrete Specimens
ally reinforced concrete three-sided structures intended to be
C150 Specification for Portland Cement
used for the construction of culverts and for the conveyance of
C260/C260M Specification for Air-Entraining Admixtures
storm water.
for Concrete
1.2 A complete metric companion to Specification C1504
C309 Specification for Liquid Membrane-Forming Com-
has been developed—C1504M; therefore, no metric equiva-
pounds for Curing Concrete
lents are presented in this specification.
C494/C494M Specification for Chemical Admixtures for
Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
ing specification. The successful performance of this product depends
C497 Test Methods for Concrete Pipe, Manhole Sections, or
upon the proper selection of the geometric section, bedding, backfill, and
Tile
care that the installation conforms to the construction specifications. The
C595 Specification for Blended Hydraulic Cements
purchaser of the precast reinforced concrete three-sided structure specified
C618 Specification for Coal Fly Ash and Raw or Calcined
herein is cautioned that proper correlation of the loading conditions and
Natural Pozzolan for Use in Concrete
the field requirements with the geometric section specified and provisions
for inspection at the construction site are required.
C822 Terminology Relating to Concrete Pipe and Related
Products
1.3 The values stated in inch-pound units are to be regarded
C989 Specification for Slag Cement for Use in Concrete and
as standard. No other units of measurement are included in this
Mortars
standard.
C1116 Specification for Fiber-Reinforced Concrete and
Shotcrete
2. Referenced Documents
2 C1602/C1602M Specification for Mixing Water Used in the
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
ric sections, see Terminology C822.
4. Types
1
This specification is under the jurisdiction of ASTM Committee C13 on
4.1 Precast reinforced concrete three-sided structures manu-
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Precast Concrete Box Sections.
factured in accordance with this specification shall be desig-
Current edition approved Jan. 15, 2015. Published January 2015. Originally
nated by span, rise, and design earth cover.
approved in 2001. Last previous edition approved in 2014 as C1504 – 14. DOI:
10.1520/C1504-15.
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 ----------------------
´1
C1504 − 15
5. Basis of Acceptance or deformed billet-steel bars conforming to Specification
A706/A706M or A615/A615M, Grade 60.
5.1 Acceptability of the three-sided sections produced in
NOTE 2—This specification does not address reinforcement with pre-
accordance with Section 7 shall be determined by the results of
stressing strand or any other form of pre-tensioning or post-tensioning.
the concrete compressive strength tests descr
...

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.
´1
Designation: C1504 − 15 C1504 − 15
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
ε NOTE—Editorial correction was made in April 2015.
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 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C150 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 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 Specification for Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
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 Jan. 15, 2015. Published January 2015. Originally approved in 2001. Last previous edition approved in 2014 as C1504 – 14. DOI:
10.1520/C1504-15.
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 ----------------------
´1
C1504 − 15
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 strength tests described in Section 10, by the material requirements described in Section 6, and by
...

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SCOPE
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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.
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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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ASTM
ASTM C361-22(Specification)
Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

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.  
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.

  • Technical specification
    29 pages
    English language
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  • Technical specification
    29 pages
    English language
    sale 15% off