ASTM C1765-19
(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.
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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Standards Content (Sample)
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.
Designation:C1765 −19
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* C497 Test Methods for Concrete Pipe, Concrete Box
Sections, Manhole Sections, or Tile
1.1 This specification covers steel fiber reinforced concrete
C595/C595M Specification for Blended Hydraulic Cements
pipe (SFRCP) of internal diameters 12 - 48 in., intended to be
C618 Specification for Coal Fly Ash and Raw or Calcined
used for the conveyance of sewage, industrial wastes, and
Natural Pozzolan for Use in Concrete
storm water and for the construction of culverts.
C822 Terminology Relating to Concrete Pipe and Related
NOTE 1—Experience has shown that the successful performance of this
Products
product depends upon the proper selection of the pipe strength, the type of
C989/C989M Specification for Slag Cement for Use in
bedding and backfill, the care that the installation conforms to the
Concrete and Mortars
construction specifications, and provision for adequate inspection at the
C1017/C1017M Specification for Chemical Admixtures for
construction site. This specification does not include requirements for
bedding, backfill, the relation ship between field load conditions and the
Use in Producing Flowing Concrete
strength designation of pipe, or durability under unusual environmental
C1602/C1602M Specification for Mixing Water Used in the
conditions. These requirements should be included in the project specifi-
Production of Hydraulic Cement Concrete
cation.
E105 Practice for Probability Sampling of Materials
1.2 The values stated in inch-pound units are to be regarded
as standard. No other units of measurement are included in this
3. Terminology
standard.
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
1.3 This international standard was developed in accor-
pipe not defined in this specification, see Terminology C822.
dance with internationally recognized principles on standard-
3.2 D —the D test load divided by a factor of safety
ization established in the Decision on Principles for the
Service Test
of 1.5.
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
3.3 D —the load the pipe is required to support in the
Test
Barriers to Trade (TBT) Committee.
three-edge bearing test expressed as a D-load.
2. Referenced Documents
4. Classification
2
2.1 ASTM Standards:
4.1 Pipe furnished under this specification shall be desig-
A820/A820M Specification for Steel Fibers for Fiber-
nated as Class I, II, III, IV, or V. The corresponding strength
Reinforced Concrete
requirementsareprescribedinTable1.Specialdesignsforpipe
C33/C33M Specification for Concrete Aggregates
strengths not designated in Table 1 are permitted, provided all
C150/C150M Specification for Portland Cement
other requirements of this specification are met.
C260/C260M Specification for Air-Entraining Admixtures
for Concrete
5. Basis of Acceptance
C494/C494M Specification for Chemical Admixtures for
Concrete
5.1 The acceptability of the pipe design shall be in accor-
dance with Section 9.
1
This test method is under the jurisdiction of ASTM Committee C13 on
5.2 Unless designated by the owner at the time of, or before
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Reinforced Sewer and Culvert Pipe.
placing an order, the pipe shall be accepted on the basis of
Current edition approved July 15, 2019. Published July 2019. Originally
Sections 10 and 11, and such material tests as are required in
approved in 2013. Last previous edition approved in 2018 as C1765-18. DOI:
7.2, 7.3, and 7.5.
10.1520/C1765-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.3 Age for Acceptance—Pipe shall be considered ready for
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
acceptance when they conform to the requirements of this
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. specification.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1765−19
TABLE 1 Pipe Strength Requirements
7.2.4.8 A combination of portland pozzolan
...
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: C1765 − 18 C1765 − 19
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*
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.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
A820/A820M Specification for Steel Fibers for Fiber-Reinforced Concrete
C33/C33M Specification for Concrete Aggregates
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
C595/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
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
E105 Practice for Probability Sampling of Materials
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe not defined in this specification, see Terminology C822.
3.2 D —the D test load divided by a factor of safety of 1.5.
Service Test
3.3 D —the load the pipe is required to support in the three-edge bearing test expressed as a D-load.
Test
1
This test method 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 Oct. 1, 2018July 15, 2019. Published October 2018July 2019. Originally approved in 2013. Last previous edition approved in 20162018 as
C1765-16.-18. DOI: 10.1520/C1765-18.10.1520/C1765-19.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1765 − 19
4. Classification
4.1 Pipe furnished under this specification shall be designated as Class I, II, III, IV, or V. The corresponding strength
requirements are prescribed in Table 1. Special designs for pipe strengths not designated in Table 1 are permitted, provided all other
requirements of this specification are met.
5. Basis of Acceptance
5.1 The acceptability of the pipe design shall be in accordance with Section 9.
5.2 Unless designated by the owner at the time of, or before placing an order, the pipe shall be accepted on the basis of Sections
10 and 11, and such material tests as are required in 7.2, 7.3, and 7.5.
5.3 Age for Accept
...
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 − 19
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* C497 Test Methods for Concrete Pipe, Concrete Box
Sections, Manhole Sections, or Tile
1.1 This specification covers steel fiber reinforced concrete
C595/C595M Specification for Blended Hydraulic Cements
pipe (SFRCP) of internal diameters 12 - 48 in., intended to be
C618 Specification for Coal Fly Ash and Raw or Calcined
used for the conveyance of sewage, industrial wastes, and
Natural Pozzolan for Use in Concrete
storm water and for the construction of culverts.
C822 Terminology Relating to Concrete Pipe and Related
NOTE 1—Experience has shown that the successful performance of this
Products
product depends upon the proper selection of the pipe strength, the type of
C989/C989M Specification for Slag Cement for Use in
bedding and backfill, the care that the installation conforms to the
Concrete and Mortars
construction specifications, and provision for adequate inspection at the
C1017/C1017M Specification for Chemical Admixtures for
construction site. This specification does not include requirements for
bedding, backfill, the relation ship between field load conditions and the
Use in Producing Flowing Concrete
strength designation of pipe, or durability under unusual environmental
C1602/C1602M Specification for Mixing Water Used in the
conditions. These requirements should be included in the project specifi-
Production of Hydraulic Cement Concrete
cation.
E105 Practice for Probability Sampling of Materials
1.2 The values stated in inch-pound units are to be regarded
as standard. No other units of measurement are included in this
3. Terminology
standard.
3.1 Definitions—For definitions of terms relating to concrete
1.3 This international standard was developed in accor-
pipe not defined in this specification, see Terminology C822.
dance with internationally recognized principles on standard-
3.2 D —the D test load divided by a factor of safety
ization established in the Decision on Principles for the
Service Test
of 1.5.
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
3.3 D —the load the pipe is required to support in the
Test
Barriers to Trade (TBT) Committee.
three-edge bearing test expressed as a D-load.
2. Referenced Documents
4. Classification
2
2.1 ASTM Standards:
4.1 Pipe furnished under this specification shall be desig-
A820/A820M Specification for Steel Fibers for Fiber-
nated as Class I, II, III, IV, or V. The corresponding strength
Reinforced Concrete
requirements are prescribed in Table 1. Special designs for pipe
C33/C33M Specification for Concrete Aggregates
strengths not designated in Table 1 are permitted, provided all
C150/C150M Specification for Portland Cement
other requirements of this specification are met.
C260/C260M Specification for Air-Entraining Admixtures
for Concrete
5. Basis of Acceptance
C494/C494M Specification for Chemical Admixtures for
Concrete
5.1 The acceptability of the pipe design shall be in accor-
dance with Section 9.
1
This test method is under the jurisdiction of ASTM Committee C13 on
5.2 Unless designated by the owner at the time of, or before
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Reinforced Sewer and Culvert Pipe. placing an order, the pipe shall be accepted on the basis of
Current edition approved July 15, 2019. Published July 2019. Originally
Sections 10 and 11, and such material tests as are required in
approved in 2013. Last previous edition approved in 2018 as C1765-18. DOI:
7.2, 7.3, and 7.5.
10.1520/C1765-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.3 Age for Acceptance—Pipe shall be considered ready for
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
acceptance when they conform to the requirements of this
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. specification.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1765 − 19
TABLE 1 Pipe Strength Requirements
7.2.4.8 A combination of portland pozzolan cement and fly
Pipe Class D (lb/linear foot/ D (lb/linear foot/foot ash.
Service Test
foot of diameter) of di
...
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