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ASTM

ASTM C789-00

(Specification)

Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers[Metric] (Withdrawn 2000)

Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers[Metric] (Withdrawn 2000)

SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes, and sewage.  
1.2 This metric specification is equivalent to C789 is compatible in technical content.
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 the Appendixes. 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 owner 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.
Note 2-Specification C850M is to be used for box sections with less than 0.6 m of cover subjected to highway loading.

General Information

Status
Withdrawn
Publication Date
09-Jun-2000
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.07 - Acceptance Specifications and Precast Concrete Box Sections
Current Stage
Ref Project

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ASTM C789-00 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers[Metric] (Withdrawn 2000)ASTM C789-00 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers[Metric] (Withdrawn 2000)
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ASTM C789-00 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers[Metric] (Withdrawn 2000)
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Standards Content (Sample)

STD-ASTM C7BS-ENGL 2000 II 0759530 0677277 395
#[b Designation: c 789 - 00
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
Storm Drains, and Sewers’
This standard is issued under the fixed designation C 789; the number immediately following the designation indicates the year of
Onginal adoption or, in the case of revision, he year of last revision. A number in parentheses indicates the year of last mpproval. A
superscript epsilon (E) indicates an editorial change since the last revision or mpprovai.
C 497 Test Methods for Concrete Pipe, Manhole Sections,
1. Scope
or Tile5
1.1 This specification covers single-cell precast reinforced
C 595 Specification for Blended Hydraulic Cements4
concrete box sections intended to be used for the construction
C618 Specification for Fly Ash and Raw or Calcined
of culverts and for the conveyance of storm water, industrial
Natural Pozzolan for Use as a Mineral Admixture in
wastes, and sewage.
Portland Cement Concrete3
1.2 A complete metric companion to Specification C 789
C 822 Terminology Relating to Concrete Pipe and Related
has been developed4 789M; therefore, no metric equivalents
ProductsS
are presented in this specification.
C 850 Specification for Precast Reinforced Concrete Box
NOTE 1-This specification is primarily a manufacturing and purchas-
Sections for Culverts, Storm Drains, and Sewers with Less
ing specification. However, standard designs are included and the criteria
Than 2 ft of Cover Subjected to Highway Loadings’
used to develop these designs are given in the Appendixes. The successful
C 11 16 Specification for Fiber-Reinforced Concrete and
performance of this product depends upon the proper selection of the box
Shotcrete3
section, bedding, backfìll. and care that the installation conforms to the
2.2 AASHTO Standard:
constmction specifications. The owner of the precast reinforced concrete
box sections specified herein is cautioned that he must properly correlate Specifications for Highway Bridges, 1973 Edition6
the loading conditions and the field requirements with the box section
2.3 ACI Code:’
speciñed and provide for inspection at the construction site.
AC1 318-71 Building Code, 1971 edition
NOTE 2-Specification C 850 is to be used for box sections with less
than 2 ft of cover subjected to highway loading.
3. Terminology
3.1 Dejìnitions-For definitions of terms relating to con-
2. Referenced Documents
crete pipe, see Terminology C 822.
2.1 ASTM Standards:
A 82 Specification for Steel Wire, Plain, for Concrete Re-
4. TYP
inforcement2
4.1 Precast reinforced concrete box sections manufactured
A 185 Specification for Steel Welded Wire Fabric, Plain, for
in accordance with this specification shall be of three types
Concrete Reinforcement*
identified in Tables 1-3 and shall be designated by type, span,
A 496 Specification for Steel Wire, Deformed, for Concrete
rise, and design earth cover.
Reinforcement2
A 497 Specification for Steel Welded Wire Fabric, De-
5. Basis of Acceptance
formed, for Concrete Reinforcement2
5.1 Acceptability of the box sections produced in accor-
C 33 Specification for Concrete Aggregates3
dance with Section 7 shall be determined by the results of the
C 39 Test Method for Comprehensive Strength of Cylindri-
concrete compressive strength tests described in Section 10, by
cal Concrete Specimens3
the material requirements described in Section 6, and by
C 150 Specification for Portland Cement4
inspection of the finished box sections.
C 309 Specification for Liquid Membrane-Forming Com-
5.2 Box sections shall be considered ready for acceptance
pounds for Curing concrete3
when they conform to the requirements of this specification.
6. Materials
6.1 Reinforced Concrete-The reinforced concrete shall
‘This specification is under the jurisdiction of ASTM Committee CI3 on
Concrete Pipe and is under the direct responsibility of Subcommittee C13.07 on
Acceptance Specifications and Recast Concrete Box Sections.
Current edition approved June 10, 2000. Published September 2000. Onginally ’Annual Book of ASTM Standards, Vol 04.05.
published as C 789-74. Last previous edition C 789-95a.
Available from American Association for State Highway Transportation Offi-
’Annual Book of ASTM Standards, Vol 01.04.
cials, 444 N Capitol, Washington, DC 20001.
Annual Book of ASTM Standards, Vol 04.02.
’ Available from the American Concrete Instituie, P.O. Box 19150, Demit, MI
‘Annual Book ofASTM Standards, Vol 04.01.
48219.
CopyrigM OASTM. 100 Barr Hahr Drive. West Conshohocken. PA 19428-2959. Una& CWes.
1

---------------------- Page: 1 ----------------------
~
STD-ASTM C787-ENGL 2000 D 07575LO Ob77278 221
(CIE, C789
7. Design
consist of cementitious materials, mineral aggregates and
water, in which steel has been embedded in such a manner that
7.1 Design Tables-The box section dimensions, compres-
the steel and concrete act together.
...

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1.1 This specification covers the manufacture and acceptance of reinforced precast concrete end sections for pipe, herein referred to as “end section(s),” to conform to the owner's requirements.
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1.1 This practice covers the installation of precast reinforced concrete box sections cast monolithically and intended to be used for the conveyance of storm water, industrial wastes and sewage, and for passageways.  
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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.
SCOPE
1.1 This practice covers procedures for testing the joints of installed precast concrete pipe sewer lines, when using either air or water under low pressure to demonstrate the integrity of the joint and the construction procedures. This practice is used for testing precast concrete sewer lines utilizing rubber gasket sealed joints.
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Note 4: Test times tabulated and the rate of air loss in this practice are based on successful testing of installed pipelines. However, since air and water have different physical properties, retests of some pipelines not meeting field air tests have been successful when tested with water.  
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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
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.  
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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.  
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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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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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ABSTRACT
This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe design based on its major axis shall be designated as horizontal and vertical elliptical pipe. 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 combination of cementitious materials used in the concrete shall only be one of the following: Portland cement, Portland blast furnace slag cement, slag modified Portland cement, Portland pozzolan cement, a combination of Portland cement and ground granulated blast-furnace slag, a combination of Portland cement and fly ash, a combination of Portland cement, ground granulated blast-furnace slag, and fly ash. Collated fibrillated virgin polypropylene fibers may be used. Design of pipe such as size, shape, special designs, and area, shall be as listed in the specification. Circumferential, longitudinal, and joint reinforcements shall meet the requirements of this specification. Mixture and curing of pipe shall conform to the requirements of this specification. Compression tests determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the pipe, or on cores drilled from the pipe. Pipe may be repaired because of imperfections in manufacture or damage during handling and shall be acceptable if the repaired pipe conforms to the requirements of this specification.
SCOPE
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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

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.
SCOPE
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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Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)

ABSTRACT
This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe design based on its major axis shall be designated as horizontal and vertical elliptical pipe. 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 combination of cementitious materials used in the concrete shall only be one of the following: Portland cement, Portland blast furnace slag cement, slag modified Portland cement, Portland pozzolan cement, a combination of Portland cement and ground granulated blast-furnace slag, a combination of Portland cement and fly ash, a combination of Portland cement, ground granulated blast-furnace slag, and fly ash. Collated fibrillated virgin polypropylene fibers may be used. Design of pipe such as size, shape, special designs, and area, shall be as listed in the specification. Circumferential, longitudinal, and joint reinforcements shall meet the requirements of this specification. Mixture and curing of pipe shall conform to the requirements of this specification. Compression tests determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the pipe, or on cores drilled from the pipe. Pipe may be repaired because of imperfections in manufacture or damage during handling and shall be acceptable if the repaired pipe conforms to the requirements of this specification.
SCOPE
1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts.  
1.2 Pipe designed for placement with the major axis horizontal shall be designated as “Horizontal Elliptical Pipe.” Pipe designed for placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”  
1.3 This specification is the SI companion to Specification C507; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conforms to the requirements of C507 are acceptable under this Specification C507M unless prohibited by the owner.
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1.4 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 Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe

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 inch-pound companion to C506M; therefore, no SI equivalents are presented in the specification. Reinforced concrete pipe that conform to the requirements of C506M are acceptable under this Specification C506 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.  
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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ASTM C76M-22a(Specification)
Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)

ABSTRACT
This specification covers reinforced concrete culvert, storm drain, and sewer pipe. The pipe manufactured with this specification shall be of five classes: Class I, Class II, Class III, Class IV, and Class V. The strength requirements for each class are specified. The reinforced concrete shall consists of: cementitious materials, mineral aggregates, and water. Cementitious materials are the following: cement, ground granulated blast-furnace slag, fly ash, and allowable combinations of cementitious materials. Other materials include: admixtures and blends, steel reinforcement, and synthetic fibers. Design tables and modified of special designs are given. Reinforcements are the following: circumferential reinforcement, longitudinal reinforcement, and joint reinforcement for rubber and non-rubber gasket joints. The physical properties shall conform to the required test for external load crushing strength. The following concrete tests shall be done: compression testing of cylinders, compression testing of cores, absorption test, and equipment test.
SCOPE
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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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