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ASTM C506M-16

(Specification)

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

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

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.
SCOPE
1.1 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.  
1.2 This specification is the SI companion to Specification C506; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of Specification C506 are acceptable under this Specification C506M unless prohibited by the owner.  
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
31-Dec-2015
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 C506M-14 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Jan-2016
Replaced By
ASTM C506M-16a - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Mar-2016
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Jan-2016
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-Jan-2016

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ASTM C506M-16 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C506M-16 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C506M-16 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C506M-16 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
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Technical specification
REDLINE ASTM C506M-16 - Standard Specification for Reinforced Concrete Arch 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:C506M −16
StandardSpecification for
Reinforced Concrete Arch Culvert, Storm Drain, and Sewer
1
Pipe (Metric)
This standard is issued under the fixed designation C506M; 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 C260/C260M Specification for Air-Entraining Admixtures
for Concrete
1.1 This specification covers reinforced arch-shaped con-
C309 Specification for Liquid Membrane-Forming Com-
crete pipe to be used for the conveyance of sewage, industrial
pounds for Curing Concrete
wastes, storm water, and for the construction of culverts.
C494/C494M Specification for Chemical Admixtures for
1.2 This specification is the SI companion to Specification
Concrete
C506; therefore, no inch-pound equivalents are presented in
C497M Test Methods for Concrete Pipe, Manhole Sections,
this specification. Reinforced concrete pipe that conform to the
or Tile (Metric)
requirements of Specification C506 are acceptable under this
C595/C595M Specification for Blended Hydraulic Cements
Specification C506M unless prohibited by the owner.
C618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only, and does not include requirements for bedding, backfill, or the C822 Terminology Relating to Concrete Pipe and Related
relationship between field load condition and the strength classification of
Products
pipe. However, experience has shown that the successful performance of
C989/C989M Specification for Slag Cement for Use in
this product depends upon the proper selection of the class of pipe, type
Concrete and Mortars
of bedding and backfill, and care that the installation conforms to the
C1017/C1017M Specification 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/C1116M Specification for Fiber-Reinforced Concrete
site.
C1602/C1602M Specification for Mixing Water Used in the
Production of Hydraulic Cement Concrete
2. Referenced Documents
2
2.1 ASTM Standards:
3. Terminology
A36/A36M Specification for Carbon Structural Steel
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
A615/A615M SpecificationforDeformedandPlainCarbon-
pipe, see Terminology C822.
Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-
4. Classification
Alloy Steel Bars for Concrete Reinforcement
4.1 Pipe manufactured according to this specification shall
A1064/A1064M Specification for Carbon-Steel Wire and
beofthreeclassesidentifiedasClassA-II,A-III,andA-IV.The
Welded Wire Reinforcement, Plain and Deformed, for
strength requirements are prescribed in Table 1.
Concrete
C33/C33M Specification for Concrete Aggregates
5. Basis of Acceptance
C150/C150M Specification for Portland Cement
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
or before placing an order, there are two separate and alterna-
1
This specification is under the jurisdiction of ASTM Committee C13 on
tive bases of acceptance. Independent of the method of
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
acceptance, the pipe shall be designed to meet both the 0.01-in.
Reinforced Sewer and Culvert Pipe.
crack and ultimate strength requirements.
Current edition approved Jan. 1, 2016. Published January 2016. Originally
5.1.1 Acceptance on Basis of Plant Load Bearing Tests,
approved in 1980. Last previous edition approved in 2014 as C506M – 14. DOI:
10.1520/C0506M-16.
Material Tests, and Inspection of Manufactured Pipe for Visual
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Defects and Imperfections—Acceptability of the pipe in all
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
diameters and classes produced in accordance with 7.1 or 7.2
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shall be determined by the results of the three-edge-bearing
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C506M−16
A
TABLE 1 Strength Requirements for Reinforced Concrete Pipe
C
Double Line Reinforcement
B
f'c MPa
Continuous Basic Reinforcement = A
Approx- D
Additional Reinforcement = A Single Line
D s
s
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: C506M − 14 C506M − 16
Standard Specification for
Reinforced Concrete Arch Culvert, Storm Drain, and Sewer
1
Pipe (Metric)
This standard is issued under the fixed designation C506M; 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 arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes,
storm water, and for the construction of culverts.
1.2 This specification is the SI companion to Specification C506. ; therefore, no inch-pound equivalents are presented in this
specification. Reinforced concrete pipe that conform to the requirements of Specification C506 are acceptable under this
Specification C506M unless prohibited by the owner.
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:
A36/A36M Specification for Carbon Structural Steel
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33C33/C33M Specification for Concrete Aggregates
C150C150/C150M Specification for Portland Cement
C260C260/C260M 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)
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
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
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 Feb. 1, 2014Jan. 1, 2016. Published March 2014January 2016. Originally approved in 1980. Last previous edition approved in 20132014 as
C506M – 13a.C506M – 14. DOI: 10.1520/C0506M-14.10.1520/C0506M-16.
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 ----------------------
C506M − 16
4. Classification
4.1 Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The
strength requirements are prescribed in Table 1.
5. Basis of Acceptance
5.1 Unless otherwise designated by the owner at the time of, or before placing an order, there are two separate and alternative
bases of acceptance. Independent of the method of acceptance, the pipe shall be designed to meet both the 0.01-in. crack and
ultimate strength requi
...

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SCOPE
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ABSTRACT
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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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