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ASTM C507M-13a

(Specification)

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

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

ABSTRACT
This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe design based on its major axis shall be designated as horizontal and vertical elliptical pipe. 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 combination of cementitious materials used in the concrete shall only be one of the following: Portland cement, Portland blast furnace slag cement, slag modified Portland cement, Portland pozzolan cement, a combination of Portland cement and ground granulated blast-furnace slag, a combination of Portland cement and fly ash, a combination of Portland cement, ground granulated blast-furnace slag, and fly ash. Collated fibrillated virgin polypropylene fibers may be used. Design of pipe such as size, shape, special designs, and area, shall be as listed in the specification. Circumferential, longitudinal, and joint reinforcements shall meet the requirements of this specification. Mixture and curing of pipe shall conform to the requirements of this specification. Compression tests determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the pipe, or on cores drilled from the pipe. Pipe may be repaired because of imperfections in manufacture or damage during handling and shall be acceptable if the repaired pipe conforms to the requirements of this specification.
SCOPE
1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, 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 This specification is the SI companion to Specification C507. 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 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-Feb-2013
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 C507M-13 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Feb-2013
Replaced By
ASTM C507M-13b - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Apr-2013
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
15-Feb-2013
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
15-Feb-2013
Referred By
ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
Effective Date
15-Feb-2013

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ASTM C507M-13a - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C507M-13a - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
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ASTM C507M-13a - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
Designation:C507M −13a
Standard Specification for
Reinforced Concrete Elliptical Culvert, Storm Drain, and
1
Sewer Pipe (Metric)
This standard is issued under the fixed designation C507M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) 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 C33Specification for Concrete Aggregates
C150Specification for Portland Cement
1.1 This specification covers reinforced elliptically shaped
C260Specification for Air-Entraining Admixtures for Con-
concrete pipe to be used for the conveyance of sewage,
crete
industrial wastes, storm water, and for the construction of
C309Specification for Liquid Membrane-Forming Com-
culverts.
pounds for Curing Concrete
1.2 Pipe designed for placement with the major axis hori-
C494/C494MSpecification for Chemical Admixtures for
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
Concrete
designed for placement with the major axis vertical shall be
C497MTest Methods for Concrete Pipe, Manhole Sections,
designated as “Vertical Elliptical Pipe.”
or Tile (Metric)
1.3 This specification is the SI companion to Specification C595Specification for Blended Hydraulic Cements
C618Specification for Coal Fly Ash and Raw or Calcined
C507.
Natural Pozzolan for Use in Concrete
NOTE 1—This specification is a manufacturing and purchase specifica-
C822Terminology Relating to Concrete Pipe and Related
tion only, and does not include requirements for bedding, backfill, or the
Products
relationship between field load condition and the strength classification of
pipe. However, experience has shown that the successful performance of C989SpecificationforSlagCementforUseinConcreteand
this product depends upon the proper selection of the class of pipe, type
Mortars
of bedding and backfill, and care that the installation conforms to
C1017/C1017MSpecification for Chemical Admixtures for
construction specifications. The owner of the reinforced concrete pipe
Use in Producing Flowing Concrete
specified herein is cautioned that he must correlate the field requirements
C1116 Specification for Fiber-Reinforced Concrete and
with the class of pipe specified and provide inspection at the construction
site.
Shotcrete
3. Terminology
2. Referenced Documents
2
3.1 Definitions—For definitions of terms relating to con-
2.1 ASTM Standards:
crete pipe, see Terminology C822.
A36/A36MSpecification for Carbon Structural Steel
A615/A615MSpecificationforDeformedandPlainCarbon-
4. Classification
Steel Bars for Concrete Reinforcement
4.1 Pipe manufactured according to this specification shall
A706/A706MSpecification for Low-Alloy Steel Deformed
be of five classes each for horizontal elliptical and vertical
and Plain Bars for Concrete Reinforcement
elliptical pipe with identification as follows:
A1064/A1064MSpecification for Carbon-Steel Wire and
Horizontal Elliptical Pipe Vertical Elliptical Pipe
Welded Wire Reinforcement, Plain and Deformed, for
Class HE-A Class VE-II
Concrete
Class HE-I Class VE-III
Class HE-II Class VE-IV
Class HE-III Class VE-V
1
This specification is under the jurisdiction of ASTM Committee C13 on
Class HE-IV Class VE-VI
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
4.2 The strength requirements for horizontal elliptical pipe
Reinforced Sewer and Culvert Pipe.
are prescribed in Table 1 and for vertical elliptical pipe are
Current edition approved Feb. 15, 2013. Published March 2013. Originally
approved in 1980. Last previous edition approved in 2013 as C507M–13. DOI:
prescribed in Table 2.
10.1520/C0507M-13A.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5. Basis of Acceptance
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. or before, placing an order, there are two separate and
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 superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
C507M−13a
A
TABLE 1 Design Requirements for Horizontal Elliptical (HE) Pipe
NOTE 1—The test load in kilonewtons per linear metre equals D-load×inside span in millimetres.
NOTE2—Singlecagereinforcement,providingtensionsteelatthetop,bottom,andspringline,shallbepermittedinsteadofdoublecagereinforcement.
T
...

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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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SCOPE
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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
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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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1.5 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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