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ASTM C506-07

(Specification)

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

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

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 A complete metric companion to Specification C 506 has been developed—C 506M; 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 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
14-Mar-2007
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 C506-05a - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Mar-2007
Replaced By
ASTM C506-08 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Jan-2008
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
15-Mar-2007
Referred By
ASTM C1840/C1840M-22 - Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe
Effective Date
15-Mar-2007
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
15-Mar-2007
Referred By
ASTM C1896-20 - Standard Specification for Joints for Concrete Arch Pipe Using Profile Rubber Gaskets
Effective Date
15-Mar-2007

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ASTM C506-07 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer PipeASTM C506-07 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe
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ASTM C506-07 - Standard Specification for Reinforced Concrete Arch 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: C 506 – 07
Standard Specification for
Reinforced Concrete Arch Culvert, Storm Drain, and Sewer
1
Pipe
This standard is issued under the fixed designation C 506; 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 (e) 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 C33 Specification for Concrete Aggregates
C 150 Specification for Portland Cement
1.1 This specification covers reinforced arch-shaped con-
C 260 Specification forAir-EntrainingAdmixtures for Con-
crete pipe to be used for the conveyance of sewage, industrial
crete
wastes, storm water, and for the construction of culverts.
C 309 Specification for Liquid Membrane-Forming Com-
1.2 A complete metric companion to Specification C 506
pounds for Curing Concrete
hasbeendeveloped—C 506M;therefore,nometricequivalents
C 494/C 494M Specification for Chemical Admixtures for
are presented in this specification.
Concrete
NOTE 1—This specification is a manufacturing and purchase specifica-
C 497M Test Methods for Concrete Pipe, Manhole Sec-
tion only, and does not include requirements for bedding, backfill, or the
tions, or Tile [Metric]
relationship between field load condition and the strength classification of
C 595 Specification for Blended Hydraulic Cements
pipe. However, experience has shown that the successful performance of
C 618 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
C 822 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
C 989 Specification for Ground Granulated Blast-Furnace
site.
Slag for Use in Concrete and Mortars
C 1017/C 1017M Specification for Chemical Admixtures
2. Referenced Documents
for Use in Producing Flowing Concrete
2
2.1 ASTM Standards:
C 1116 Specification for Fiber-Reinforced Concrete and
A 36/A 36M Specification for Carbon Structural Steel
Shotcrete
A 82/A 82M Specification for Steel Wire, Plain, for Con-
crete Reinforcement
3. Terminology
A 185/A 185M Specification for Steel Welded Wire Rein-
3.1 Definitions—For definitions of terms relating to con-
forcement, Plain, for Concrete
crete pipe, see Terminology C 822.
A 496/A 496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
4. Classification
A 497/A 497M 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
A 615/A 615M Specification for Deformed and Plain
strength requirements are prescribed in Table 1.
Carbon-Steel Bars for Concrete Reinforcement
A 706/A 706M Specification for Low-Alloy Steel De-
5. Basis of Acceptance
formed and Plain Bars for Concrete Reinforcement
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
or before placing an order, there are two separate and alterna-
1 tive bases of acceptance. Independent of the method of
This specification is under the jurisdiction of ASTM Committee C13 on
acceptance, the pipe shall be designed to meet both the 0.01-in.
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Reinforced Sewer and Culvert Pipe.
crack and ultimate strength requirements.
Current edition approved March 15, 2007. Published April 2007. Originally
5.1.1 Acceptance on Basis of Plant Load Bearing Tests,
approved in 1963. Last previous edition approved in 2005 as C 506 – 05a.
2 Material Tests, and Inspection of Manufactured Pipe for Visual
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 Defects and Imperfections—Acceptability of the pipe in all
Standards volume information, refer to the standard’s Document Summary page on
diameters and classes produced in accordance with 7.1 or 7.2,
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C506–07
A
TABLE 1 Strength Requirements for Reinforced Concrete Pipe
C
Double Line Reinforcement
B
f 8c, MPA
Continuous Basic
D
Additional Reinforcement = A Single Line
Approx- D s
Reinforcement = A
s
Mini- Mini-
Reinforcement
imate
T, mum mum
“U” “V”
Equivalent
Class Inner Cage Oute
...

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5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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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.
SCOPE
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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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Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

SIGNIFICANCE AND USE
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  
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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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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