ASTM C822-19

Standard Terminology Relating to Concrete Pipe and Related Products

General Information

• Status: Historical
• Publication Date: 31-Jan-2019
• ICS: 01.040.23 - Fluid systems and components for general use (Vocabularies)
• ICS: 23.040.50 - Pipes and fittings of other materials
• Technical Committee: C13 - Concrete Pipe
• Drafting Committee: C13.10 - Correlation and Editorial

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C822 − 19
Standard Terminology Relating to
1
Concrete Pipe and Related Products
This standard is issued under the fixed designation C822; 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 U.S. Department of Defense.
1. Referenced Documents cage—an assembled unit of steel reinforcement consisting of
2 circumferential and longitudinal bars or wires.
1.1 ASTM Standards:
C497 Test Methods for Concrete Pipe, Concrete Box
circular reinforcement—a circular-shaped line of reinforce-
Sections, Manhole Sections, or Tile
ment.
circumferential reinforcement—reinforcement that is ap-
2. Terminology
proximately perpendicular to the longitudinal axis of the
absorption—the increase in weight of concrete resulting from
concrete pipe, box, or structure.
the penetration of water into the concrete.
combined sewer—a pipeline intended to convey sewage and
absorption test—a test made to determine the absorption of
storm water.
concrete.
compression test—a test made on a concrete specimen to
admixture—a material other than water, aggregates, cement
determine the compressive strength.
and fibre reinforcing used as an ingredient of concrete and
compressive strength—the maximum resistance of a concrete
added to the batch immediately before or during its mixture.
specimen to axial compressive loading; or the specified
ambient conditions—common, prevailing, and uncontrolled
resistance used in design calculations.
atmospheric and weather conditions in a room or place.
concrete—a mixture of portland cement, fine aggregate, coarse
annular space—the space between the inner surface of the
aggregate, and water. The mixture may also contain
female end and the outer surface of the male end of an
admixtures, or other cementitious materials, or both.
assembled pipe joint.
core—a cylinder of concrete obtained from concrete by means
bell—see female end of pipe.
of a core drill.
blend—a combining of various cementitious materials.
crown—the top or highest point of the internal surface of the
box section—a concrete pipe with a rectangular cross section.
transverse cross section of a pipe.
box section bottom slab—lower horizontal portion of a box
culvert—a pipeline intended to convey water under a highway,
section in the installed condition.
railroad, canal, or similar facility.
box section top slab—upper horizontal portion of a box
cylinder (test)—a cast cylindrical specimen of concrete.
section in the installed condition.
design strength—the minimum acceptable 0.01-in. (0.3-mm)
box section wall—vertical sides of a box section in the
crack D-load.
installed condition.
designated size—the dimensional name for a particular size
that may or may not be equal to or related to the dimensions
1
used for design purposes or of the manufactured product.
This terminology is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and are the direct responsibility of Subcommittee C13.10 on
distribution reinforcement—reinforcement,typicallyrunning
Correlation and Editorial.
Current edition approved Feb. 1, 2019. Published February 2019. Originally
90° to the main or circumferential reinforcement, intended to
approved in 1975. Last previous edition approved in 2018 as C822 – 18. DOI:
disperse concentrated loads to larger areas of a structural
10.1520/C0822-19.
2 member.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
D-load—the supporting strength of a pipe loaded under
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. three-edge-bearing test conditions expressed in pounds per
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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C822 − 19
linear foot per foot of inside diameter or horizontal span, or installed length—final length, along the centerline, of a pipe
expressed in newtons per linear metre per millimetre of or box section in place including the longitudinal joint
inside diameter or horizontal span. separation between the section and the last section placed.
D-load, 0.01-in. (0.3-mm) crack—the maximum three-edge-
invert—the bottom or lowest point of the internal surface of
bearing test load supported by a concrete pipe before a crack the transverse cross section of a pipe.
having a width of 0.01 in. (0.3 mm) occurs, measured at
irrigation pipe—pipeintendedforthedistributionofirrigation
close intervals, throughou
...

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: C822 − 18 C822 − 19
Standard Terminology Relating to
1
Concrete Pipe and Related Products
This standard is issued under the fixed designation C822; 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 U.S. Department of Defense.
1. Referenced Documents
2
1.1 ASTM Standards:
C497 Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
2. Terminology
absorption—the increase in weight of concrete resulting from the penetration of water into the concrete.
absorption test—a test made to determine the absorption of concrete.
admixture—a material other than water, aggregates, cement and fibre reinforcing used as an ingredient of concrete and added to
the batch immediately before or during its mixture.
ambient conditions—common, prevailing, and uncontrolled atmospheric and weather conditions in a room or place.
annular space—the space between the inner surface of the female end and the outer surface of the male end of an assembled pipe
joint.
bell—see female end of pipe.
blend—a combining of various cementitious materials.
box section—a concrete pipe with a rectangular cross section.
box section bottom slab—lower horizontal portion of a box section in the installed condition.
box section top slab—upper horizontal portion of a box section in the installed condition.
box section wall—vertical sides of a box section in the installed condition.
cage—an assembled unit of steel reinforcement consisting of circumferential and longitudinal bars or wires.
circular reinforcement—a circular-shaped line of reinforcement.
circumferential reinforcement—reinforcement that is approximately perpendicular to the longitudinal axis of the concrete pipe,
box, or structure.
combined sewer—a pipeline intended to convey sewage and storm water.
compression test—a test made on a concrete specimen to determine the compressive strength.
compressive strength—the maximum resistance of a concrete specimen to axial compressive loading; or the specified resistance
used in design calculations.
concrete—a mixture of portland cement, fine aggregate, coarse aggregate, and water. The mixture may also contain admixtures,
or other cementitious materials, or both.
1
This terminology is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and are the direct responsibility of Subcommittee C13.10 on Correlation and
Editorial.
Current edition approved Jan. 1, 2018Feb. 1, 2019. Published February 2018February 2019. Originally approved in 1975. Last previous edition approved in 20132018
as C822 – 13.C822 – 18. DOI: 10.1520/C0822-18.10.1520/C0822-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. 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 ----------------------
C822 − 19
core—a cylinder of concrete obtained from concrete by means of a core drill.
crown—the top or highest point of the internal surface of the transverse cross section of a pipe.
culvert—a pipeline intended to convey water under a highway, railroad, canal, or similar facility.
cylinder (test)—a cast cylindrical specimen of concrete.
design strength—the minimum acceptable 0.01-in. (0.3-mm) crack D-load.
designated size—the dimensional name for a particular size that may or may not be equal to or related to the dimensions used
for design purposes or of the manufactured product.
distribution reinforcement—reinforcement, typically running 90° to the main or circumferential reinforcement, intended to
disperse concentrated loads to larger areas of a structural member.
D-load—the supporting strength of a pipe loaded under three-edge-bearing test conditions expressed in pounds per linear foot per
foot of inside diameter or horizontal span, or expressed in newtons per linear metre per millimetre of inside diameter or
horizontal span.
D-load, 0.01-in. (0.3-mm) crack—the maximum three-edge-bearing test load supported by a concrete pipe before a crack having
a width of 0.01 in. (0.3 mm) occurs, measured at close intervals, throug
...