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ASTM C985M-13

(Specification)

Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)

Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)

ABSTRACT
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.
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.  
1.2 This specification is the metric counterpart of Specification C985. 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 conditions and the designated strength of the pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the concrete pipe specified herein is cautioned that he must correlate the field requirements with the pipe strength specified and provide inspection at the construction site.

General Information

Status
Historical
Publication Date
14-Sep-2013
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.01 - Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C985M-04(2010) - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Sep-2013
Replaced By
ASTM C985M-15 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Apr-2015
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
15-Sep-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-Sep-2013

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ASTM C985M-13 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C985M-13 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C985M-13 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C985M-13 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C985M-13 - Standard Specification for Nonreinforced Concrete Specified Strength 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: C985M −13
StandardSpecification for
Nonreinforced Concrete Specified Strength Culvert, Storm
1
Drain, and Sewer Pipe (Metric)
This standard is issued under the fixed designation C985M; 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 C497M Test Methods for Concrete Pipe, Manhole Sections,
or Tile (Metric)
1.1 This specification covers nonreinforced concrete pipe
C595 Specification for Blended Hydraulic Cements
designed for specified strengths and intended to be used for the
C618 Specification for Coal Fly Ash and Raw or Calcined
conveyance of sewage, industrial wastes, and storm water and
Natural Pozzolan for Use in Concrete
for the construction of culverts.
C822 Terminology Relating to Concrete Pipe and Related
1.2 This specification is the metric counterpart of Specifi-
Products
cation C985.
C989 Specification for Slag Cement for Use in Concrete and
Mortars
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only and does not include requirements for bedding, backfill, or the C1116 Specification for Fiber-Reinforced Concrete and
relationship between field load conditions and the designated strength of
Shotcrete
the pipe. However, experience has shown that the successful performance
E105 Practice for Probability Sampling of Materials
ofthisproductdependsupontheproperselectionofthepipestrength,type
of bedding and backfill, and care that the installation conforms to the
3. Terminology
construction specifications. The owner of the concrete pipe specified
herein is cautioned that he must correlate the field requirements with the
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
pipe strength specified and provide inspection at the construction site.
pipe, see Terminology C822.
2. Referenced Documents
4. Basis of Acceptance
2
2.1 ASTM Standards:
4.1 The acceptability of the pipe design shall be determined
A82/A82M Specification for Steel Wire, Plain, for Concrete
in accordance with Section 9. After the pipe design has been
Reinforcement
accepted, or if the pipe design has been accepted previously in
A185/A185M Specification for Steel Welded Wire
accordancewithSection9,productionpipeshallbeacceptedin
Reinforcement, Plain, for Concrete
accordance with 4.2.
A496/A496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
4.2 Acceptance on the Basis of Pipe Load and Material
A497/A497M Specification for Steel Welded Wire
Tests and Inspection of Manufactured Pipe for Defects—
Reinforcement, Deformed, for Concrete
Determine in accordance with Sections 5, 6, 8, and 11.
A615/A615M SpecificationforDeformedandPlainCarbon-
NOTE 2—It is necessary that samples be selected at random. For
Steel Bars for Concrete Reinforcement
guidance, see Practice E105.
C33 Specification for Concrete Aggregates
4.3 Age for Acceptance—Pipe shall be considered ready for
C150 Specification for Portland Cement
acceptance when it conforms to the requirements as indicated
C494/C494M Specification for Chemical Admixtures for
by the specified tests.
Concrete
5. Design and Manufacturing Data
1
This specification is under the jurisdiction of ASTM Committee C13 on
5.1 The manufacturer shall provide the following informa-
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
tion regarding the pipe unless waived by the owner:
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
5.1.1 Basis of acceptance and supporting data,
Current edition approved Sept. 15, 2013. Published September 2013. Originally
5.1.2 Designated pipe strength,
approved in 1983. Last previous edition approved in 2010 as C985M – 04(2010).
DOI: 10.1520/C0985M-13.
5.1.3 Physical Characteristics—Diameter, wall thickness,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
laying length, and joint details,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1.4 Admixtures,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 5.1.5 Manufacturing and curing process, and
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C985M − 13
5.1.6 Handling Reinforcement: wall thickness from the inside surface. Where two lines of
5.1.6.1 Type of reinforcement, applicable reinforcement circular reinforcement are used, each line shall be so placed
specification, and grade. that the protective covering over the circumferential reinforce-
5.1.6.2 Placement, placement tolerance, diameter, spacing ment in the wall of the section shal
...

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: C985M − 04 (Reapproved 2010) C985M − 13
Standard Specification for
Nonreinforced Concrete Specified Strength Culvert, Storm
1
Drain, and Sewer Pipe (Metric)
This standard is issued under the fixed designation C985M; 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 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.
1.2 This specification is the metric counterpart of Specification C985.
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 conditions and the designated strength of the pipe. However, experience has shown that the successful performance of
this product depends upon the proper selection of the pipe strength, type of bedding and backfill, and care that the installation conforms to the construction
specifications. The owner of the concrete pipe specified herein is cautioned that he must correlate the field requirements with the pipe strength specified
and provide inspection at the construction site.
2. Referenced Documents
2
2.1 ASTM Standards:
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
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
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
E105 Practice for Probability Sampling of Materials
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Basis of Acceptance
4.1 The acceptability of the pipe design shall be determined in accordance with Section 9. After the pipe design has been
accepted, or if the pipe design has been accepted previously in accordance with Section 9, production pipe shall be accepted in
accordance with 4.2.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on Non-Reinforced
Concrete Sewer, Drain and Irrigation Pipe.
Current edition approved June 1, 2010Sept. 15, 2013. Published July 2010September 2013. Originally approved in 1983. Last previous edition approved in 20042010 as
ε1
C985M – 04 .(2010). DOI: 10.1520/C0985M-04R10.10.1520/C0985M-13.
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 ----------------------
C985M − 13
4.2 Acceptance on the Basis of Pipe Load and Material Tests and Inspection of Manufactured Pipe for Defects—Determine in
accordance with Sections 5, 6, 8, and 11.
NOTE 2—It is necessary that samples be selected at random. For guidance, see Practice E105.
4.3 Age for Acceptance—Pipe shall be considered ready for acceptance when it conforms to the requirements as indicated by
the specified tests.
5. Design and Manufacturing Data
5.1 The manufacturer shall provide the following information regarding the pipe unless waived by the owner:
5.1.1 Basis of acceptance and supporting data,
5.1.2 Designated pipe strength,
5.1.3 Physical Characteristics—Diameter, wall thickness, laying length, and joint details,
5.1.4 Admixtures,
5.1.5 Manufacturing and curing process, and
5.1.6
...

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SCOPE
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ABSTRACT
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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.  
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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.
FIG. 1 Person Entry Inspection  
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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