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ASTM D2417-88

(Specification)

Specification for Perforated, Laminated Wall Bituminized Fiber Pipe for General Drainage (Withdrawn 1992)

Specification for Perforated, Laminated Wall Bituminized Fiber Pipe for General Drainage (Withdrawn 1992)

General Information

Status
Withdrawn
Withdrawal Date
14-Sep-1992
ICS
13.060.30 - Sewage water
Technical Committee
D02 - Petroleum Products, Liquid Fuels, and Lubricants
Current Stage
Ref Project

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ASTM D2417-88 - Specification for Perforated, Laminated Wall Bituminized Fiber Pipe for General Drainage (Withdrawn 1992)ASTM D2417-88 - Specification for Perforated, Laminated Wall Bituminized Fiber Pipe for General Drainage (Withdrawn 1992)
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ASTM D2417-88 - Specification for Perforated, Laminated Wall Bituminized Fiber Pipe for General Drainage (Withdrawn 1992)
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c
- 1 NOTICE OF I
ADOPTION NOTICE 1
I AOOPTION I
17 November 1988
ASTM D 2417-88
February 1, 1988
SUPERSEDING
ASTM D 2417-77e
18 May 1981
"USED INSTEAD OF
SS-P-154Of3, TYPE I
ASTM O 2417-88 was adopted on 17 November 1988 and is approved for use by the
Department of Defense (Doo). ASTM has furnished clearances required by
existing regulations.
Copies of this document are stocked by Do0 Single
. ~ Stock Point, Naval Publications and Forms Center, 5801 Tabor Avenue,
Philadelphia, PA 19120, for issue to DoD activities only. All other
requestors must obtain documents from:
ASTM
1916 Race Street
Philadelphia, PA 19103
Title of Document: Standard Specification for Perforated, Laminated-Wall
Bituminized Fiber Pipe for General Drainage
Date of Specific Issue Adopted: February 1, 1988
Releasing Non-Government Standards Body: ASTM
II, use ASTM D 1862.
*NOTE: For Type
For Type II, class 2, style A, use ASTM 02417.
Custodians: -
Military Coordinating Activity:
Army - ME
Navy - YD
Navy - YO
Air Force - 99
(Project 5630-01 54)
User Activities:
Army - CE
Navy - HC
FSC 5630
DISTRIBUTION STATEMENT A. Approved for public release; distribution is
unlimited.
'THIS DOCUMENT CONTAINS [ PAGES. '

---------------------- Page: 1 ----------------------
ASTM D2437 88 E 0759530 0025445 9 W
Y
AMERICAN SOCIETY FOR TESTING AND MATERIALS
1918 Race St., Philadelphia, Pa. 19103
Reprinted from the Annual Bwk of ASTM Standards, Copyrlght ASTM
If not listed In the current combined index, wlli appear in the next edition.
Standard Specification for
Perforated, Laminated-Wall Bituminized Fiber Pipe for
General Drainage'
This standard is issued under the futed designation D 2417; the number immediately following the designation indicates the year of
original adoption or, in the cace of revision, fhe 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 reapprovai.
This specijication has been approved for irse by agencies of the Department of Defense to replace Federal Specijication SS-P-l540B,
Type II, Class 2, Style A and for listing in the DoD Index of Specijications and Standards.
1. Scope 4.2 Crushing Strengths-The pipe shall have a minimum
three-edge-bearing crushing strength of 13. I kN/m (900
1.1 This specification covers laminated-wall bituminized
lbf/ft) (wet and dry).
fiber perforated drainage pipe for use in agricultural, land,
4.3 Wafer Absorption-The maximum water absorption
and general drainage.
shall be 2 % of the original weight.
1.2 The values stated in SI units are to be regarded as the
4.4 Boiling Water Resistance-Specimens shall exhibit
standard,
not less than 90 % of the crushing strength.
4.5 Heat Resistance-The heat shall not cause a weight
2. Referenced Document
loss over 1 % in the specimen due to the exudation of the
impregnant.
2.1 ASTM Standard:
4.6 Chemical Resistance-Specimens shall show no vis-
D 23 15 Methods of Testing Laminated-Wail Bituminized
ible sign of chemical reaction or deterioration of the im-
Fiber Pipe2
pregnant.
4.7 Kerosine Resistance-Specimens shall meet the
3. Materials and Manufacture
crushing strength requirements,
3.1 Pipe and Couplings-Pipe and couplings shall be
composed of a multi-ply laminated convolute or spiral
5. Dimensions
fibrous structure, with the laminations being adhered with a
heat- and water-resistant adhesive and then thoroughíy
5.1 Pipe and Couplings-The dimensions of the pipe and
impregnated with a bituminous compound. The pipe shall
couplings shall be as specified in Figs. 2 and 3 and Table 1.
have a smooth interior surface free of obstructions and rough
5.2 Five-Degree Angle Couplings-The dimensions of 5"
or flaky areas. Bends, fittings and adapters shali be of the
angle couplings shall be as specified in Fig. 3 and Table 1.
same material as the pipe, or of a material having equal or
5.3 Bore-The bore shail be straight and circular in cross
better physical and chemical properties.
section as determined by passing a 1-m (40-in.) long man-
3.2 Joint Systems-Pipe and fittings shall use either of the
drel, 6.4 mm (V4 in.) smaller in diameter than the nominal
following joint systems:
diameter of the pipe, freely through the pipe.
3.2.1 Type TJ Joints-Pipe and fittings shall be provided
5.4 Length-Lengths other than standard shall be in
with accurately machined or molded tapered joints, and a
increments of 152 mm (6 in.) from standard, and unless
taper-sleeve coupling shall be provided for each length of
otherwise specified, up to 20 % of short lengths may be
pipe and for each fitting where applicable. The slope of the
supplied in a shipment. No lengths shorter than 1.2 m (4 ft)
taper in both pipe and coupling shall be 2" (4" including
shall be furnished, with no more than two different short
angle) (see Fig. 1).
lengths in any one shipment.
3.2.2 Type B
...

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Section  
Referenced Documents  
2  
Terminology  
3  
Summary of Practice  
4  
Significance and Use  
5  
Apparatus  
6  
Facilities  
6.1  
Container  
6.2  
Equipment  
6.3  
Hazards  
7  
Microcosm Components  
8  
Medium  
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Medium Preparation  
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Sediment  
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Animal Culture Maintenance  
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Culling  
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Addition of Test Material  
11.4  
Measurements  
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Reinoculations  
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Analytical Methodology  
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Data Processing  
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Calculations of Variables from Measurements  
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5.1 Domestic wastewater headspace environments are corrosive due to the presence of sewer gases and sulfuric acid generated during the biogenic sulfide corrosion process.5 This operating procedure provides an accelerated exposure to sewer gases and concentration of sulfuric acid commonly produced by bacteria within these sewer environments.6  
5.2 The results obtained by the use of this practice can be a means for estimating the protective barrier qualities of a protective coating or lining for use in severe sewer conditions.  
5.3 Some protective coatings or linings may not withstand the exposure temperature specified in this practice but have demonstrated satisfactory performance in actual sewer exposures, which are at lower temperatures.
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1.1 This practice covers the basic apparatus, procedures, and conditions required to create and maintain the severe wastewater analysis testing apparatus used for testing a protective coating or lining.  
1.2 This apparatus may simulate the pertinent attributes of a typical domestic severe wastewater headspace (sewer) environment. The testing chamber comprises two phases: (1) a liquid phase containing a prescribed acid and saline solution, and (2) a vapor phase consisting of air, humidity, and concentrated sewer gas (Note 1). The temperature of the test chamber is elevated to create accelerated conditions and reaction rates.
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5.1 The principal characteristic of geomembranes is their intrinsically low permeability to a broad range of gases, vapors, and liquids, both as single-component fluids and as complex mixtures of many constituents. As low-permeable materials, geomembranes are being used in a wide range of engineering applications in geotechnical, environmental, and transportation areas as barriers to control the migration of mobile fluids and their constituents. The range of potential permeants is broad and the service conditions can differ greatly. This guide shows users test methods available for determining the permeability of geomembranes to various permeants.  
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1.3 Various test methods for the measurement of permeation and transmission through geomembranes of individual species in complex mixtures such as waste liquids are discussed.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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