ASTM C505M-99a

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 C505.  Note-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-Aug-1999
• 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

• Replaced By: ASTM C505M-03 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints [Metric]
• Effective Date: 10-Jul-2003
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• Effective Date: 10-Aug-1999

Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 505M – 99a
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 may be used 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 pressures may be used up
to a maximum of 15 m for 150 through 300-mm diameters and 12 m for 375
2.1 ASTM Standards:
through 450-mm diameters. In these cases the strength of the pipe shall be
2
C 33 Specification for Concrete Aggregates
increased to give minimum internal hydrostatic test pressures of at least three
3
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]
D 471 Test Method for Rubber Property—Effect of Liq-
3
C 595 Specification for Blended Hydraulic Cements 5
uids
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 as a Mineral Admixture in 5
Oven
2
Concrete
D 1149 Test Method for Rubber Deterioration—Surface
C 822 Terminology Relating to Concrete Pipe and Related 5
Ozone Cracking in a Chamber
4
Products
D 1415 Test Method for Rubber Property—International
C 1116 Specification for Fiber-Reinforced Concrete and
5
Hardness
2
Shotcrete
D 2240 Test Method for Rubber Property—Durometer
D 395 Test Methods for Rubber Property—Compression 5
Hardness
5
Set
D 412 Test Methods for Vulcanized Rubber and Thermo-
3. Terminology
5
plastic Rubbers and Thermoplastic Elastomers—Tension
3.1 Definitions—For definitions of terms relating to con-
crete pipe, see Terminology C 822.
4. Classification
1
This specification is under the jurisdiction of ASTM Committee C-13 on
4.1 Pipe manufactured in accordance with this specification
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
shall be known as “Standard Nonreinforced Concrete Irrigation
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
Current edition approved Aug. 10, 1999. Published October 1999. Originally
Pipe with Rubber Gasket Joints.”
published as C 505M–80. Last previous edition C 505M–99.
2
Annual Book of ASTM Standards, Vol 04.02.
5. Basis of Acceptance
3
Annual Book of ASTM Standards, Vol 04.01.
4
5.1 The acceptability of the pipe, joint design, and gaskets
Annual Book of ASTM Standards, Vol 04.05.
5
Annual Book of ASTM Standards, Vol 09.01.
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

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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C 505M
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 design and freedom from defects. ture of the gasket, the strength shall be such that the gasket
shall withstand 100 % elongation over the part of the gasket
6. Materials and Manufacture
that includes the splice with no visible separation of the s
...