ASTM C505M-03

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: 09-Jul-2003
• 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

Relations

• Replaces: ASTM C505M-99a - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
• Effective Date: 10-Jul-2003
• Replaced By: ASTM C505M-04 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
• Effective Date: 01-Apr-2004
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• Effective Date: 10-Jul-2003

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 505M – 03
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. The owner is cautioned that he must correlate field conditions with
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
thickness of such walls should be not less than the internal diameter divided by 10.
B
2. Referenced Documents
With the exception of 525 and 600-mm pipe, higher working pressures are not
prohibited to be used up to a maximum of 15 m for 150 through 300-mm diameters
2.1 ASTM Standards:
and 12 m for 375 through 450-mm diameters. In these cases the strength of the
2
C 33 Specification for Concrete Aggregates
pipe shall be increased to give minimum internal hydrostatic test pressures of at
3
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-
4
tions, or Tile [Metric]
3
C 595 Specification for Blended Hydraulic Cements
D 412 Test Methods for Vulcanized Rubber and Thermo-
C 618 Specification for Coal Fly Ash and Raw or Calcined
5
plastic Rubbers and Thermoplastic Elastomers—Tension
Natural Pozzolan for Use as a Mineral Admixture in
2
D 471 Test Method for Rubber Property—Effect of Liq-
Concrete
5
uids
C 822 Terminology Relating to Concrete Pipe and Related
4
D 573 Test Method for Rubber—Deterioration in an Air
Products
5
Oven
C 1116 Specification for Fiber-Reinforced Concrete and
2
D 1149 Test Method for Rubber Deterioration—Surface
Shotcrete
5
Ozone Cracking in a Chamber
D 395 Test Methods for Rubber Property—Compression
5
D 1415 Test Method for Rubber Property—International
Set
5
Hardness
D 2240 Test Method for Rubber Property—Durometer
1
5
This specification is under the jurisdiction of ASTM Committee C13 on
Hardness
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
3. Terminology
Current edition approved July 10, 2003. Published September 2003. Originally
3.1 Definitions—For definitions of terms relating to con-
approved in 1980. Last previous edition approved in 1999 as C 505M – 99a.
2
Annual Book of ASTM Standards, Vol 04.02.
crete pipe, see Terminology C 822.
3
Annual Book of ASTM Standards, Vol 04.01.
4
Annual Book of ASTM Standards, Vol 04.05.
5
Annual Book of ASTM Standards, Vol 09.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C505M–03
4. Classification
Ultimate elongation at break, min, % 350
Ultimate elongation at break after aging, min, % of 80
4.1 Pipe manufactured in accordance with this specification
elongation before aging
shall be known as “Standard Nonreinforced Concrete Irrigation
Hardness, International Rubber Hardness Degrees 40 to 60
A
or Durometer
Pipe with Rubber Gasket Joints.”
Compression set, max, % 25
Water absorption, % 10
5. Basis of Acceptance
Ozone resistance no cracks in accordance
with Method D 1149
5.1 The acceptability of the pipe, joint design, and gaskets
A
shall be determined by the results of the tests prescribed in this
Allowable variation 65 from manufacturer’s specified hardness.
specification, if and when required, and by inspection to
6.5.4.1 Testing shall be in accordance with Section 9.
determine whether the pipe and gaskets conform to the 6.5.5 Strength of Splice—If a splice is used in the manufac-
specification as to de
...