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ASTM C507M-14

(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
31-Jan-2014
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-13b - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2014
Replaced By
ASTM C507M-15 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Oct-2015
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2014
Referred By
ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
Effective Date
01-Feb-2014
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
01-Feb-2014

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ASTM C507M-14 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C507M-14 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C507M-14 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C507M-14 - 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.
Contact ASTM International (www.astm.org) for the latest information
Designation:C507M −14
StandardSpecification 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 U.S. 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
C507.
C618Specification for Coal Fly Ash and Raw or Calcined
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
relationship between field load condition and the strength classification of
Products
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
specified herein is cautioned that he must correlate the field requirements Use in Producing Flowing Concrete
with the class of pipe specified and provide inspection at the construction
C1116 Specification for Fiber-Reinforced Concrete and
site.
Shotcrete
C1602/C1602MSpecification for Mixing Water Used in the
2. Referenced Documents
Production of Hydraulic Cement Concrete
2
2.1 ASTM Standards:
A36/A36MSpecification for Carbon Structural Steel
3. Terminology
A615/A615MSpecificationforDeformedandPlainCarbon-
3.1 Definitions—For definitions of terms relating to con-
Steel Bars for Concrete Reinforcement
crete pipe, see Terminology C822.
A706/A706MSpecification for Deformed and Plain Low-
Alloy Steel Bars for Concrete Reinforcement
4. Classification
A1064/A1064MSpecification for Carbon-Steel Wire and
Welded Wire Reinforcement, Plain and Deformed, for
4.1 Pipe manufactured according to this specification shall
Concrete
be of five classes each for horizontal elliptical and vertical
elliptical pipe with identification as follows:
1
Horizontal Elliptical Pipe Vertical Elliptical Pipe
This specification is under the jurisdiction of ASTM Committee C13 on
Class HE-A Class VE-II
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Class HE-I Class VE-III
Reinforced Sewer and Culvert Pipe.
Class HE-II Class VE-IV
Current edition approved Feb. 1, 2014. Published March 2014. Originally
Class HE-III Class VE-V
approved in 1980. Last previous edition approved in 2013 as C507M–13b. DOI:
Class HE-IV Class VE-VI
10.1520/C0507M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.2 The strength requirements for horizontal elliptical pipe
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
are prescribed in Table 1 and for vertical elliptical pipe are
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. prescribed in Table 2.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C507M−14
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.
The area of such reinforcement shall be 112% of the tabulated inner cage area.
NOTE 3—An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforceme
...

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: C507M − 13b C507M − 14
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. A number 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 U.S. 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, 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A36/A36M Specification for Carbon Structural Steel
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C260 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
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)
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
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
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 April 1, 2013Feb. 1, 2014. Published April 2013March 2014. Originally approved in 1980. Last previous edition approved in 2013 as
C507M – 13a.C507M – 13b. DOI: 10.1520/C0507M-13B.10.1520/C0507M-14.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C507M − 14
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:
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 The strength requirements for horizontal elliptical pipe are prescribed in Table 1 and for vertical elliptical pipe are prescribed
in Table 2.
5. Basis of Acceptance
5.1 Unless otherwise designated by the owner at the time of, or before, placing an order, there are two separat
...

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FIG. 2 Remote Inspection Camera  
1.2 The scope of this specification is intended for installation related observations and assumes that pre-installation inspection has been completed.  
1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
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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