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ASTM C505M-05

(Specification)

Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]

Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]

SCOPE
1.1 This specification covers nonreinforced concrete pipe with rubber gasket joints to be used for the conveyance of irrigation water with working pressures, including hydraulic transients, as shown in Table 1.
1.2 This specification is the SI counterpart of Specification C 505.
Note 1—This specification is for manufacturing and purchase only and does not include requirements for bedding, backfill, installation, or field repairs. The owner is cautioned that he must correlate field conditions with the characteristics of the pipe specified and provide inspection during installation.

General Information

Status
Historical
Publication Date
14-Oct-2005
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.01 - Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C505M-04 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
Effective Date
15-Oct-2005
Replaced By
ASTM C505M-05a - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
Effective Date
01-Dec-2005
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
15-Oct-2005

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ASTM C505M-05 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]ASTM C505M-05 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
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ASTM C505M-05 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 505M – 05
METRIC
Standard Specification for
Nonreinforced Concrete Irrigation Pipe With Rubber Gasket
1
Joints [Metric]
This standard is issued under the fixed designation C 505M; 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.
TABLE 1 Standard Dimensions, Working Pressures, and Test
1. Scope
Requirements
1.1 This specification covers nonreinforced concrete pipe
Minimum Three-
Designated Wall Required
with rubber gasket joints to be used for the conveyance of
Working Edge-Bearing
A
Internal Thickness, Hydrostatic Test
B
irrigation water with working pressures, including hydraulic
Pressure, m Load, kN/linear
C
Diameter, mm mm Pressure, kPa
metre
transients, as shown in Table 1.
150 19 9 275 19.0
1.2 This specification is the SI counterpart of Specification
200 25 9 275 19.5
C 505.
250 32 9 275 20.5
300 38 9 275 22.0
NOTE 1—This specification is for manufacturing and purchase only and
375 47 9 275 24.0
does not include requirements for bedding, backfill, installation, or field
450 57 9 275 26.5
repairs.Theowneriscautionedthathemustcorrelatefieldconditionswith
525 66 9 275 27.5
the characteristics of the pipe specified and provide inspection during
600 75 9 275 29.0
installation.
A
Thinner walls are not prohibited on pipe units not over 1.22 m in length but the
thicknessofsuchwallsshouldbenotlessthantheinternaldiameterdividedby10.
B
2. Referenced Documents
With the exception of 525 and 600-mm pipe, higher working pressures are not
2 prohibitedtobeuseduptoamaximumof15mfor150through300-mmdiameters
2.1 ASTM Standards:
and 12 m for 375 through 450-mm diameters. In these cases the strength of the
C33 Specification for Concrete Aggregates
pipe shall be increased to give minimum internal hydrostatic test pressures of at
least three times the design working pressure when tested as specified in 10.4.
C 150 Specification for Portland Cement
C
For hydrostatic test requirements, refer to 10.4.
C 497M Test Methods for Concrete Pipe, Manhole Sec-
tions, or Tile [Metric]
C 595 Specification for Blended Hydraulic Cements
D 471 Test Method for Rubber Property—Effect of Liquids
C 618 Specification for Coal Fly Ash and Raw or Calcined
D 573 Test Method for Rubber—Deterioration in an Air
Natural Pozzolan for Use in Concrete
Oven
C 822 Terminology Relating to Concrete Pipe and Related
D 1149 Test Method for Rubber Deterioration—Surface
Products
Ozone Cracking in a Chamber
C 989 Specification for Ground Granulated Blast-Furnace
D 1415 Test Method for Rubber Property—International
Slag for Use in Concrete and Mortars
Hardness
C 1116 Specification for Fiber-Reinforced Concrete and
D 2240 Test Method for Rubber Property—Durometer
Shotcrete
Hardness
D 395 Test Methods for Rubber Property—Compression
Set 3. Terminology
D 412 Test Methods for Vulcanized Rubber and Thermo-
3.1 Definitions—For definitions of terms relating to con-
plastic Elastomers—Tension
crete pipe, see Terminology C 822.
4. Classification
1
This specification is under the jurisdiction of ASTM Committee C13 on
4.1 Pipe manufactured in accordance with this specification
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
shallbeknownas“StandardNonreinforcedConcreteIrrigation
Non-Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
Current edition approved Oct. 15, 2005. Published November 2005. Originally Pipe with Rubber Gasket Joints.”
approved in 1980. Last previous edition approved in 2004 as C 505M – 04.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5. Basis of Acceptance
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1 The acceptability of the pipe, joint design, and gaskets
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shall be determined by the results of the tests prescribed in this
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C505M–05
specification, if and when required, and by inspection to 6.5.4 Physical Properties of Gaskets—The rubber from
determine whether the pipe and gaskets conform to the which the gaskets are fabricated shall have the following
specification as to design and freedom from defects. physical properties:
Ultimate elongation at break, min, % 350
Ultimate elongation at break after aging, min, % of 80
6. Materials and Manufacture
elongation before aging
Hardness, International Rubber Hardness Degrees 40 to 60
6.1 Concrete—The concrete shall consist of cementitious
A
or Durometer
mat
...

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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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