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ASTM C985-15

(Specification)

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

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

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 A complete companion to Specification C985 has been developed, C985M; 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 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
30-Sep-2015
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 C985-13 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe
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
01-Oct-2015
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
01-Oct-2015
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
01-Oct-2015
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
01-Oct-2015

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ASTM C985-15 - Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer PipeASTM C985-15 - Standard Specification for Nonreinforced Concrete Specified Strength 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: C985 −15
Standard Specification for
Nonreinforced Concrete Specified Strength Culvert, Storm
1
Drain, and Sewer Pipe
This standard is issued under the fixed designation C985; 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 C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
1.1 This specification covers nonreinforced concrete pipe
Natural Pozzolan for Use in Concrete
designed for specified strengths and intended to be used for the
C822 Terminology Relating to Concrete Pipe and Related
conveyance of sewage, industrial wastes, and storm water and
Products
for the construction of culverts.
C989/C989M Specification for Slag Cement for Use in
1.2 A complete companion to Specification C985 has been
Concrete and Mortars
developed, C985M; therefore, no metric equivalents are pre-
C1017/C1017M Specification for Chemical Admixtures for
sented in this specification.
Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only and does not include requirements for bedding, backfill, or the
C1602/C1602M Specification for Mixing Water Used in the
relationship between field load conditions and the designated strength of
Production of Hydraulic Cement Concrete
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
A1064/A1064M Specification for Carbon-Steel Wire and
in accordance with Section 9. After the pipe design has been
Welded Wire Reinforcement, Plain and Deformed, for
accepted, or if the pipe design has been accepted previously in
Concrete
accordancewithSection9,productionpipeshallbeacceptedin
A615/A615M SpecificationforDeformedandPlainCarbon-
accordance with 4.2.
Steel Bars for Concrete Reinforcement
C33/C33M Specification for Concrete Aggregates
4.2 Acceptance on the Basis of Pipe Load and Material
C150/C150M Specification for Portland Cement
Tests and Inspection of Manufactured Pipe for Defects—
C260/C260M Specification for Air-Entraining Admixtures
Determine in accordance with Sections 5, 6, 8, and 11.
for Concrete
NOTE 2—It is necessary that samples be selected at random. For
C494/C494M Specification for Chemical Admixtures for
guidance, see Practice E105.
Concrete
4.3 Age for Acceptance—Pipe shall be considered ready for
C497 Test Methods for Concrete Pipe, Manhole Sections, or
acceptance when it conforms to the requirements as indicated
Tile
by the specified tests.
5. Design and Manufacturing Data
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
5.1 The manufacturer shall provide the following informa-
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
tion regarding the pipe unless waived by the owner:
Current edition approved Oct. 1, 2015. Published October 2015. Originally
5.1.1 Basis of acceptance and supporting data,
approved in 1983. Last previous edition approved in 2013 as C985 – 13. DOI:
10.1520/C0985-15.
5.1.2 Designated pipe strength,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1.3 Physical Characteristics—Diameter, wall thickness,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
laying length, and joint details,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 5.1.4 Admixtures,
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C985 − 15
5.1.5 Manufacturing and curing process, and 6.1.6 Fibers—Synthetic fibers and nonsynthetic fibers shall
5.1.6 Handling Reinforcement: beallowedtobeused,atthemanufacturer’soption,inconcrete
pipeasanonstructuralmanufacturingmaterial.Syntheticfibers
5.1.6.1 Type of reinforcement, applicable reinforcement
specification, and grade. (Type I
...

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: C985 − 13 C985 − 15
Standard Specification for
Nonreinforced Concrete Specified Strength Culvert, Storm
1
Drain, and Sewer Pipe
This standard is issued under the fixed designation C985; 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 A complete companion to Specification C985 has been developed, C985M; 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 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:
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
C33C33/C33M Specification for Concrete Aggregates
C150C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C494C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595C595/C595M 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
C989C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116C1116/C1116M Specification for Fiber-Reinforced Concrete and Shotcrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
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 Sept. 15, 2013Oct. 1, 2015. Published September 2013October 2015. Originally approved in 1983. Last previous edition approved in 20042013
as C985 – 04C985 – 13.(2010). DOI: 10.1520/C0985-13.10.1520/C0985-15.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C985 − 15
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 Character
...

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SCOPE
1.1 This specification covers the manufacturing requirements for circular concrete pipe that is intended to be installed using pipe jacking techniques. The typical use of this type of pipe is for the conveyance of sewage, industrial wastes, storm water, utilities, or personnel.  
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ABSTRACT
This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. 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 pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
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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.
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ABSTRACT
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ASTM C1840/C1840M-22(Practice)
Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

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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.
FIG. 1 Person Entry Inspection  
FIG. 2 Remote Inspection Camera  
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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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