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ASTM C507-08

(Specification)

Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe

Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe

SCOPE
1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, and storm water, and for the construction of culverts.
1.2 Pipe designed for placement with the major axis horizontal shall be designated as “Horizontal Elliptical Pipe.” Pipe designed for placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”
1.3 A complete metric companion to this specification has been developed—C 507M; therefore, no metric equivalents are presented in this specification.
Note 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.

General Information

Status
Historical
Publication Date
14-Jan-2008
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.02 - Reinforced Sewer and Culvert Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C507-07 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Jan-2008
Replaced By
ASTM C507-08a - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Apr-2008
Referred By
ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
Effective Date
15-Jan-2008
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-2008
Referred By
ASTM C1840/C1840M-22 - Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe
Effective Date
15-Jan-2008
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
15-Jan-2008

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ASTM C507-08 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer PipeASTM C507-08 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
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REDLINE ASTM C507-08 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer PipeREDLINE ASTM C507-08 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
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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 507 – 08
Standard Specification for
Reinforced Concrete Elliptical Culvert, Storm Drain, and
1
Sewer Pipe
This standard is issued under the fixed designation C 507; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope A 496/A 496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
1.1 This specification covers reinforced elliptically shaped
A 497/A 497M Specification for Steel Welded Wire Rein-
concrete pipe to be used for the conveyance of sewage,
forcement, Deformed, for Concrete
industrial wastes, and storm water, and for the construction of
A 615/A 615M Specification for Deformed and Plain
culverts.
Carbon-Steel Bars for Concrete Reinforcement
1.2 Pipe designed for placement with the major axis hori-
A 706/A 706M Specification for Low-Alloy Steel De-
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
formed and Plain Bars for Concrete Reinforcement
designed for placement with the major axis vertical shall be
C33 Specification for Concrete Aggregates
designated as “Vertical Elliptical Pipe.”
C 150 Specification for Portland Cement
1.3 A complete metric companion to this specification has
C 260 Specification forAir-EntrainingAdmixtures for Con-
been developed—C 507M; therefore, no metric equivalents are
crete
presented in this specification.
C 309 Specification for Liquid Membrane-Forming Com-
NOTE 1—This specification is a manufacturing and purchase specifica-
pounds for Curing Concrete
tion only, and does not include requirements for bedding, backfill, or the
C 494/C 494M Specification for Chemical Admixtures for
relationship between field load condition and the strength classification of
Concrete
pipe. However, experience has shown that the successful performance of
C 497M Test Methods for Concrete Pipe, Manhole Sec-
this product depends upon the proper selection of the class of pipe, type
tions, or Tile [Metric]
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
C 595 Specification for Blended Hydraulic Cements
specified herein is cautioned that he must correlate the field requirements
C 618 Specification for Coal Fly Ash and Raw or Calcined
with the class of pipe specified and provide inspection at the construction
Natural Pozzolan for Use in Concrete
site.
C 822 Terminology Relating to Concrete Pipe and Related
Products
2. Referenced Documents
C 989 Specification for Ground Granulated Blast-Furnace
2
2.1 ASTM Standards:
Slag for Use in Concrete and Mortars
A 36/A 36M Specification for Carbon Structural Steel
C 1017/C 1017M Specification for Chemical Admixtures
A 82/A 82M Specification for Steel Wire, Plain, for Con-
for Use in Producing Flowing Concrete
crete Reinforcement
C 1116 Specification for Fiber-Reinforced Concrete and
A 185/A 185M Specification for Steel Welded Wire Rein-
Shotcrete
forcement, Plain, for Concrete
3. Terminology
1
3.1 Definitions—For definitions of terms relating to con-
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
crete pipe, see Terminology C 822.
Reinforced Sewer and Culvert Pipe.
Current edition approved Jan. 15, 2008. Published February 2008. Originally
4. Classification
approved in 1963. Last previous edition approved in 2007 as C 507 – 07.
2
4.1 Pipe manufactured according to this specification shall
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
be of five classes each for horizontal elliptical and vertical
Standards volume information, refer to the standard’s Document Summary page on
elliptical pipe with identification as follows:
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C507–08
diameters and classes produced in accordance with 7.1 or 7.2
shall be determined by the results of the three-edge-bearing
Horizontal Elliptical Pipe Vertical Elliptical Pipe
Class HE-A Class VE-II
tests as defined in 11.3.1; by such material tests as are required
Class HE-I Class VE-III
in 6.2, 6.3, 6.5, and 6.6; by an absorption test of the concrete
Class HE-II Class VE-IV
from the wall of the pipe for each mix design that is used on an
Class HE-III Class VE-V
Class HE-IV Class VE-VI
order; and by visual inspection of the finished pipe to deter-
mine its con
...

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:C507–07 Designation: C 507 – 08
Standard Specification for
Reinforced Concrete Elliptical Culvert, Storm Drain, and
1
Sewer Pipe
This standard is issued under the fixed designation C 507; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope
1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial
wastes, and storm water, and for the construction of culverts.
1.2 Pipedesignedforplacementwiththemajoraxishorizontalshallbedesignatedas“HorizontalEllipticalPipe.”Pipedesigned
for placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”
1.3 A complete metric companion to this specification has been developed—C 507M; therefore, no metric equivalents are
presented in this specification.
NOTE 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the
relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this
product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction
specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe
specified and provide inspection at the construction site.
2. Referenced Documents
2
2.1 ASTM Standards:
A 36/A 36M Specification for Carbon Structural Steel
A 82/A 82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A 185/A 185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A 496/A 496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A 497/A 497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A 615/A 615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A 706/A 706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
C 33 Specification for Concrete Aggregates
C 150 Specification for Portland Cement
C 260 Specification for Air-Entraining Admixtures for Concrete
C 309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C 494/C 494M Specification for Chemical Admixtures for Concrete
C 497M Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]
C 595 Specification for Blended Hydraulic Cements
C 618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C 822 Terminology Relating to Concrete Pipe and Related Products
C 989 Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars
C 1017/C 1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C 1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C 822.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewer
and Culvert Pipe.
Current edition approved MarchJan. 15, 2007.2008. Published April 2007.February 2008. Originally approved in 1963. Last previous edition approved in 20052007 as
C507–05a.C 507 – 07.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C507–08
4. Classification
4.1 Pipe manufactured according to this specification shall be of five classes each for horizontal elliptical and vertical elliptical
pipe with identification as follows:
2

---------------------- Page: 2 ----------------------
C507–08
Horizontal Elliptical Pipe Vertical Elliptical Pipe
Class HE-A Class VE-II
Class HE-I Class VE-III
Class HE-II Class VE-IV
Class HE-III Class VE-V
Class HE-IV Class VE-VI
4.2 Thestrengthrequirementsf
...

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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