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ASTM C1765-13

(Specification)

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

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

ABSTRACT
This specification establishes the requirements for steel fiber reinforced concrete pipe (SFRCP) of internal diameters 12-48 in., to be used in the conveyance of sewage, industrial wastes, and storm water as well as the construction of culverts. Pipe furnished under this specification shall be designated as Class I, II, III, IV, or V. The standard covers the basis of acceptance of the pipe design, design and manufacturing, materials and manufacture, proof of design testing, physical requirements, compression tests for determining th compressive strength of steel fiber concrete, dimensions and permissible variations, repairs, inspection and rejection, disposition of a rejected lot, certification, and product marking. Definitions of terms relating to concrete pipe are provided, including D-load, the load the pipe is required to support in the three-edge bearing test.
SCOPE
1.1 This specification covers steel fiber reinforced concrete pipe (SFRCP) of internal diameters 12 - 48 in., intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts. Note 1—Experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, the type of bedding and backfill, the care that the installation conforms to the construction specifications, and provision for adequate inspection at the construction site. This specification does not include requirements for bedding, backfill, the relation ship between field load conditions and the strength designation of pipe, or durability under unusual environmental conditions. These requirements should be included in the project specification.  
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.

General Information

Status
Historical
Publication Date
14-Sep-2013
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 C1765-16 - Standard Specification for Steel Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Nov-2016
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
15-Sep-2013

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ASTM C1765-13 - Standard Specification for Steel Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer PipeASTM C1765-13 - Standard Specification for Steel Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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ASTM C1765-13 - Standard Specification for Steel Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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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:C1765 −13
Standard Specification for
Steel Fiber Reinforced Concrete Culvert, Storm Drain, and
1
Sewer Pipe
This standard is issued under the fixed designation C1765; 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 C989 Specification for Slag Cement for Use in Concrete and
Mortars
1.1 This specification covers steel fiber reinforced concrete
C1017/C1017M Specification for Chemical Admixtures for
pipe (SFRCP) of internal diameters 12 - 48 in., intended to be
Use in Producing Flowing Concrete
used for the conveyance of sewage, industrial wastes, and
E105 Practice for Probability Sampling of Materials
storm water and for the construction of culverts.
NOTE 1—Experience has shown that the successful performance of this
3. Terminology
product depends upon the proper selection of the pipe strength, the type of
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
bedding and backfill, the care that the installation conforms to the
pipe not defined in this specification, see Terminology C822.
construction specifications, and provision for adequate inspection at the
construction site. This specification does not include requirements for
3.2 D —the D test load divided by a factor of safety
Service Test
bedding, backfill, the relation ship between field load conditions and the
of 1.5.
strength designation of pipe, or durability under unusual environmental
conditions. These requirements should be included in the project specifi-
3.3 D —the load the pipe is required to support in the
Test
cation.
three-edge bearing test expressed as a D-load.
1.2 The values stated in inch-pound units are to be regarded
4. Classification
as standard. No other units of measurement are included in this
standard.
4.1 Pipe furnished under this specification shall be desig-
nated as Class I, II, III, IV, or V. The corresponding strength
2. Referenced Documents
requirementsareprescribedinTable1.Specialdesignsforpipe
2
2.1 ASTM Standards:
strengths not designated in Table 1 are permitted, provided all
A820/A820M Specification for Steel Fibers for Fiber-
other requirements of this specification are met.
Reinforced Concrete
C33 Specification for Concrete Aggregates
5. Basis of Acceptance
C150 Specification for Portland Cement
5.1 The acceptability of the pipe design shall be in accor-
C260 Specification for Air-Entraining Admixtures for Con-
dance with Section 9.
crete
5.2 Unless designated by the owner at the time of, or before
C494/C494M Specification for Chemical Admixtures for
placing an order, the pipe shall be accepted on the basis of
Concrete
Sections 10 and 11, and such material tests as are required in
C497 Test Methods for Concrete Pipe, Manhole Sections, or
7.2, 7.3, and 7.5.
Tile
C595 Specification for Blended Hydraulic Cements
5.3 Age for Acceptance—Pipe shall be considered ready for
C618 Specification for Coal Fly Ash and Raw or Calcined
acceptance when they conform to the requirements of this
Natural Pozzolan for Use in Concrete
specification.
C822 Terminology Relating to Concrete Pipe and Related
Products 6. Design and Manufacturing
6.1 The manufacturer shall provide the following informa-
1
This test method is under the jurisdiction of ASTM Committee C13 on
tion regarding the pipe unless waived by the owner:
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
6.1.1 Pipe design strength (D ).
Service
Reinforced Sewer and Culvert Pipe.
6.1.2 Physical Characteristics—Diameter, wall thickness,
Current edition approved Sept. 15, 2013. Published October 2013. DOI:
10.1520/C1765–13.
laying length, and joint details.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
6.1.3 Steel Fiber Concrete Compressive Strength—
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Minimum steel fiber concrete compressive strength equal to
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 4000 psi.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1765−13
TABLE 1 Pipe Strength Requirements
7.4.3 Chemical admixture for use in producing flowing
Pipe Class D (lb/linear foot/ D (lb/linear foot/foot concrete conforming to Specification C1017/C1017M; and
Service Test
foot of diameter) of diameter)
7.4.4 Chemical admixture or blend approved by the owner.
I 800 1200
II 1000 1500
7.5 Steel Reinforcement—Reinforcement shall consist of
III 1350 2025
steel fibers conforming to Specification A820/A820M.
IV 2000 3000
V 3000 4500
...

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1.2 The requirements of this specification are intended to supplement the existing manufacturing standards for precast concrete pipe and provide the additional manufacturing details required for pipe that will be installed using jacking techniques. The parent manufacturing standard for the concrete pipe is denoted as the “designated concrete pipe manufacturing standard” throughout this document. The requirements included within shall supplement the designated concrete pipe manufacturing standard when the concrete pipe is to be used for jacking.
Note 1: This specification is a manufacturing and purchase specification for concrete pipe installed using jacking techniques, to be utilized in conjunction with the designated concrete pipe manufacturing standard. It is possible that such pipe will require a special design to withstand the anticipated longitudinal loading. Additional calculations and information beyond what is required for a direct bury pipe are required to establish maximum jacking forces. For calculating allowable jacking forces, ASCE 27 may be referenced.
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1.4 There are applications where concrete pipe is utilized as a carrier pipe and is pushed through a casing after the soil has already been removed. These applications are not specifically addressed by this standard since the requirements for these types of installations differ from those for a typical jacking installation.  
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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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4.1 This practice is useful as a reference by an owner and the owner’s engineer in preparing project specifications.
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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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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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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 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.
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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.  
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SCOPE
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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.  
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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.  
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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.  
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