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ASTM C506M-10b

(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.
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
30-Sep-2010
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

Replaced By
ASTM C506M-11 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2011

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ASTM C506M-10b - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C506M-10b - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C506M-10b - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C506M-10b - 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 – 10b
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 (ϵ) 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 C150 Specification for Portland Cement
C260 Specification for Air-Entraining Admixtures for Con-
1.1 This specification covers reinforced arch-shaped con-
crete
crete pipe to be used for the conveyance of sewage, industrial
C309 Specification for Liquid Membrane-Forming Com-
wastes, storm water, and for the construction of culverts.
pounds for Curing Concrete
1.2 This specification is the SI companion to Specification
C494/C494M Specification for Chemical Admixtures for
C506.
Concrete
NOTE 1—This specification is a manufacturing and purchase specifica-
C497M Test Methods for Concrete Pipe, Manhole Sections,
tion only, and does not include requirements for bedding, backfill, or the
or Tile [Metric]
relationship between field load condition and the strength classification of
C595 Specification for Blended Hydraulic Cements
pipe. However, experience has shown that the successful performance of
C618 Specification for Coal Fly Ash and Raw or Calcined
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 Natural Pozzolan for Use in Concrete
construction specifications. The owner of the reinforced concrete pipe
C822 Terminology Relating to Concrete Pipe and Related
specified herein is cautioned that he must correlate the field requirements
Products
with the class of pipe specified and provide inspection at the construction
C989 Specification for Slag Cement for Use in Concrete
site.
and Mortars
C1017/C1017M Specification for ChemicalAdmixtures for
2. Referenced Documents
Use in Producing Flowing Concrete
2
2.1 ASTM Standards:
C1116 Specification for Fiber-Reinforced Concrete and
A36/A36M Specification for Carbon Structural Steel
Shotcrete
A82/A82M Specification for SteelWire, Plain, for Concrete
Reinforcement
3. Terminology
A185/A185M Specification for Steel Welded Wire Rein-
3.1 Definitions—For definitions of terms relating to con-
forcement, Plain, for Concrete
crete pipe, see Terminology C822.
A496/A496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
4. Classification
A497/A497M Specification for Steel Welded Wire Rein-
4.1 Pipe manufactured according to this specification shall
forcement, Deformed, for Concrete
beofthreeclassesidentifiedasClassA-II,A-III,andA-IV.The
A615/A615M Specification for Deformed and Plain
strength requirements are prescribed in Table 1.
Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed
5. Basis of Acceptance
and Plain Bars for Concrete Reinforcement
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
C33 Specification for Concrete Aggregates
or before placing an order, there are two separate and alterna-
tive bases of acceptance. Independent of the method of
1
acceptance, the pipe shall be designed to meet both the 0.01-in.
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
crack and ultimate strength requirements.
Reinforced Sewer and Culvert Pipe.
5.1.1 Acceptance on Basis of Plant Load Bearing Tests,
Current edition approved Oct. 1, 2010. Published October 2010. Originally
Material Tests, and Inspection of Manufactured Pipe for Visual
approved in 1980. Last previous edition approved in 2010 as C506M – 10a. DOI:
10.1520/C0506M-10B. Defects and Imperfections—Acceptability of the pipe in all
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
diameters and classes produced in accordance with 7.1 or 7.2
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
shall be determined by the results of the three-edge-bearing
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 – 10b
A
TABLE 1 Strength Requirements for Reinforced Concrete Pipe
C
Double Line Reinforcement
B
f8c MPa
Continuous Basic
D
Approx-
Additional Reinforcement = A Single Line
D s
Reinforcement = A
s
imate Mini- Mini-
Reinforcement
Equivalent T, mum mum
“U ” “V ”
Class Inner Cage Outer Cage
Round mm Rise, Span,
(Inner Cage)
...

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–10a Designation: C506M – 10b
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 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.
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
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
A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
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
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
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
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 AprilOct. 1, 2010. Published MayOctober 2010. Originally approved in 1980. Last previous edition approved in 2010 as C506M – 10a. DOI:
10.1520/C0506M-10AB.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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 – 10b
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 requirements.
5.1.1 Acceptance on Basis of Plant Load Bearing Tests, Material Tests, and Inspection of Manufactured Pipe for Visual Defects
and Imperfections—Acceptability of the pipe in all diameters and classes produced in accordance with 7.1 or 7.2 shall be
determined by the results of the three-edge-bearing tes
...

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SCOPE
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Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

ABSTRACT
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
1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft.  
1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification.
Note 1: Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.  
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.

  • Technical specification
    29 pages
    English language
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  • Technical specification
    29 pages
    English language
    sale 15% off