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ASTM

ASTM D3356-88

(Specification)

Specifications for Fittings for Bituminized Fiber Drain and Sewer Pipe (Withdrawn 1992)

Specifications for Fittings for Bituminized Fiber Drain and Sewer Pipe (Withdrawn 1992)

General Information

Status
Withdrawn
ICS
23.040.20 - Plastics pipes
Technical Committee
D02 - Petroleum Products, Liquid Fuels, and Lubricants
Current Stage
Ref Project

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ASTM D3356-88 - Specifications for Fittings for Bituminized Fiber Drain and Sewer Pipe (Withdrawn 1992)ASTM D3356-88 - Specifications for Fittings for Bituminized Fiber Drain and Sewer Pipe (Withdrawn 1992)
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Technical specification
ASTM D3356-88 - Specifications for Fittings for Bituminized Fiber Drain and Sewer Pipe (Withdrawn 1992)
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Standards Content (Sample)

ASTM D335b 88 = 0757510 00273’76 5 W
L+ Y-555/
AMERICAN SOCIETY FOR TESTINO AND MATERIALS
1916 Race St., Philadelphia, Pa. 19103
Designation: D 3356 - 88
Repnnled from the Annual Eookof ASTM Standards, Copyright ASTM
If not listed in lhe current combined index, will appear In the next edition.
Standard specification for
Fittings for Bituminized Fiber Drain and Sewer Pipe’
This standard is issued under the fixed designation D 3356; the number immediately foliowing 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.
1. Scope 4. Physical and Chemical Requirements
4.1 All fittings used with homogeneous pipe shall meet
1.1 This specification covers fittings suitable for use with
pipe test requirements specified in Specification D 186 1, and
both homogeneous and laminated-wall types of bituminized
the fittings used with laminated pipe shall comply with the
fiber pipe.
pipe requirements of Specification D 1862.
4.2 The minimum strength requirements for a fitting shall
2. Referenced Documents
be the same as those required for the largest size pipe that is
connected to it.
2.1 ASThí Standards:
4.3 Methods for testing homogeneous pipe are described
D 186 1 Specification of Homogeneous Bituminized Fiber
in Methods D 2314, and methods for laminated pipe are
Drain and Sewer Pipe’
described in Methods D 2315. Where practical and if the
D 1862 Specification for Laminated-Walí Bituminized
fitting shape lends itself to test, these same test methods may
Fiber Drain and Sewer Pipe’
be used to evaluate a fitting for use with a particular size and
D 23 1 1 Specification for Perforated, Homogeneous
type of pipe.
Bituminized Fiber Pipe for General Drainage2
D 23 12 Specification for Perforated, Homogeneous
5. Dimensions
Bituminized Fiber Pipe for Septic Tank Disposal Fields’
5. I Fittings shall meet the manufacturer’s dimensional
D 23 13 Specification for Perforated, Laminated-Wall
specifications and shall be acceptable to the user.
Bituminized Fiber Pipe for Septic Tank Disposal Fields’
5.2 A testing ball 7 mm(Y4 in.) less in diameter than the
D 23 14 Methods of Testing Homogeneous Bituminized
nominal pipe size shall readily pass through all fittings.
Fiber Pipe‘
5.3 Approximate outside dimensions of commercially
D 23 15 Methods of Testing Laminated-Wall Bituminized
accepted fittings used with bituminized fiber pipe are shown
Fiber Pipe2
in the attached fittings drawings (see Figs. 1 through 30).
D 23 16 Recommended Practice for Installing Bituminized
Fiber Drain and Sewer Pipe’
6. Basis of Acceptance
D 24 17 Specification for Perforated, Laminated-Wall
6.1 The types of tests required and number of fittings to
Bituminized Fiber Pipe for General Drainage2
be tested shall be mutually agreed upon between the pur-
D 24 18 Specification for Perforated, Laminated-Wall
chaser and the supplier for any size lot.
Bituminized Fiber Pipe for Airport and Highway
Drainage2
NOTE-All dimensions of the following figures are shown in millimetres (inches).
D 28 18 Specification for Perforated, Homogeneous
Dotted lines indicate the manufacturer’s option. All dimensions are subject to the
Bituminized Fiber Pipe for Airport and Highway
manufacturer‘s tolerances.
Drainage2
L WN. -i DRIVE MIN.
I
3. Materials and Manufacture
3.1 Fittings may be fabricated from the same material as
the pipe or may be molded. Couplings and adapters other
than bituminized fiber material may be used, provided they
have equal or better physical and chemical properties.
Joints:
3.2
3.2.1 The Type I taper shall be accurately machined or
V
molded to the dimensions shown in Fig. I.
COUPLINO PIPE
Dimensions, mm (in.)
3.2.2 All joints for a given size shall be interchangeable,
and shall be watertight when assembled with the pipe.
Size L F J Drive
~~
50 (2) 54.4 (2.14) 25.4 (1.00) 62.0 (2.44) 2.5 (0.10)
75 (3) 64.3 (2.53) 30.5 (1.20) 86.6 (3.41) 2.5 (0.10)
‘This specification is under the jurisdiction of ASTM Committee D-8 on 100 (4) 85.1 (3.35) 40.6 (1.60) 113.5 (4.47) 2.5 (0.10)
Roofing, Waterproofing, and Bituminous Materiais and is the direct responsibility 125 (5) 101.6 (4.00) 49.5 (1.95) 144.0 (5.67) 5.1 (0.20)
of Subcommittee W8.16 on Bituminous Fiber Pipe. 150 (6) 101.6 (4.00) 49.5 (1.95) 170.2 (6.70) 5.1 (0.20)
127.0 (5.00) 63.0 (2.48)
Current edition approved Feb. 1, 1988. Published April 1988. Originally 200 (8) 233.7 (9.20) 6.4 (0.25)
published as D 3356 - 74 T. Last previous edition D 3356 - 8 I.
ZAiiniiaI Book of ASTM Standards, Vol 04.04. FIG. 1 Fiber Coupling (Straight)
f \

---------------------- Page: 1 ----------------------
ASTM D335b 88 0759510 0027777 7 H
Dimensions, mm (in.)
(Y = 15'
(Y = 5O (Y = 11 1/40
Size
J O J O J O
62.0 (2.44) 76.2 (3
...

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1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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