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ASTM F3390-20

(Specification)

Standard Specification for 3 through 24 in. Lined Flexible Corrugated Polyethylene Pipe for Land Drainage Applications

Standard Specification for 3 through 24 in. Lined Flexible Corrugated Polyethylene Pipe for Land Drainage Applications

SCOPE
1.1 This specification covers requirements and test methods for flexible annular, corrugated profile wall polyethylene pipe with an interior liner. It covers nominal sizes 3 in. (75 mm), 4 in. (100 mm), 5 in. (125 mm), 6 in. (150 mm), 8 in. (200 mm), 10 in. (250 mm), 12 in. (300 mm), 15 in. (375 mm), 18 in (450 mm), and 24 in (600 mm).  
1.2 The requirements of this specification are intended to provide non-pressure (gravity flow) lined flexible annular corrugated polyethylene pipe for subsurface and land drainage systems, such as agricultural or foundations, which do not operate under surcharge pressure heads.
Note 1: Pipe produced in accordance with this specification is to be installed in compliance with Practice F449. Lined flexible annular corrugated polyethylene provides axial flexibility allowing for subsurface installation using tile plows and allows the pipe to be coiled for storage and transport.
Note 2: Subsurface and land drainage systems pertain principally to agricultural applications for water table control.
Note 3: Lined flexible pipe provided in coiled lengths will experience distortion or folding in the interior pipe liner which may adversely affect flow characteristics, contact the pipe manufacturer for hydraulic design guidance for the coiled lined flexible pipe.  
1.3 This specification permits the use of recycled materials for pipe in accordance with the requirements in Section 5.  
1.4 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.  
1.5 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.  
1.6 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.

General Information

Status
Published
Publication Date
31-Jan-2020
ICS
23.040.05 - Pipeline and its parts for external sewage systems
23.040.20 - Plastics pipes
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.65 - Land Drainage
Current Stage
Ref Project

Relations

Refers
ASTM D4218-20 - Standard Test Method for Determination of Carbon Black Content in Polyethylene Compounds by the Muffle-Furnace Technique
Effective Date
01-Feb-2020
Refers
ASTM F449-20 - Standard Practice for Subsurface Installation of Corrugated Polyethylene Pipe for Agricultural Drainage or Water Table Control
Effective Date
01-Feb-2020
Refers
ASTM F412-20 - Standard Terminology Relating to Plastic Piping Systems
Effective Date
01-Apr-2020

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ASTM F3390-20 - Standard Specification for 3 through 24 in. Lined Flexible Corrugated Polyethylene Pipe for Land Drainage ApplicationsASTM F3390-20 - Standard Specification for 3 through 24 in. Lined Flexible Corrugated Polyethylene Pipe for Land Drainage Applications
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ASTM F3390-20 - Standard Specification for 3 through 24 in. Lined Flexible Corrugated Polyethylene Pipe for Land Drainage Applications
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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.
Designation:F3390 −20
Standard Specification for
3 through 24 in. Lined Flexible Corrugated Polyethylene
1
Pipe for Land Drainage Applications
This standard is issued under the fixed designation F3390; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
1.1 This specification covers requirements and test methods
Barriers to Trade (TBT) Committee.
for flexible annular, corrugated profile wall polyethylene pipe
with an interior liner. It covers nominal sizes 3 in. (75 mm), 4
2. Referenced Documents
in. (100 mm), 5 in. (125 mm), 6 in. (150 mm), 8 in. (200 mm),
2
2.1 ASTM Standards:
10 in. (250 mm), 12 in. (300 mm), 15 in. (375 mm), 18 in (450
D618 Practice for Conditioning Plastics for Testing
mm), and 24 in (600 mm).
D638 Test Method for Tensile Properties of Plastics
1.2 The requirements of this specification are intended to
D790 Test Methods for Flexural Properties of Unreinforced
provide non-pressure (gravity flow) lined flexible annular
and Reinforced Plastics and Electrical Insulating Materi-
corrugated polyethylene pipe for subsurface and land drainage
als
systems, such as agricultural or foundations, which do not
D792 Test Methods for Density and Specific Gravity (Rela-
operate under surcharge pressure heads.
tive Density) of Plastics by Displacement
D1238 Test Method for Melt Flow Rates of Thermoplastics
NOTE 1—Pipe produced in accordance with this specification is to be
installed in compliance with Practice F449. Lined flexible annular
by Extrusion Plastometer
corrugated polyethylene provides axial flexibility allowing for subsurface
D1505 Test Method for Density of Plastics by the Density-
installation using tile plows and allows the pipe to be coiled for storage
Gradient Technique
and transport.
D2122 Test Method for Determining Dimensions of Ther-
NOTE 2—Subsurface and land drainage systems pertain principally to
agricultural applications for water table control. moplastic Pipe and Fittings
NOTE 3—Lined flexible pipe provided in coiled lengths will experience
D2412 Test Method for Determination of External Loading
distortion or folding in the interior pipe liner which may adversely affect
Characteristics of Plastic Pipe by Parallel-Plate Loading
flow characteristics, contact the pipe manufacturer for hydraulic design
D2444 Practice for Determination of the Impact Resistance
guidance for the coiled lined flexible pipe.
of Thermoplastic Pipe and Fittings by Means of a Tup
1.3 This specification permits the use of recycled materials
(Falling Weight)
for pipe in accordance with the requirements in Section 5.
D2565 Practice for Xenon-Arc Exposure of Plastics In-
1.4 The values stated in inch-pound units are to be regarded
tended for Outdoor Applications
as standard. The values given in parentheses are mathematical
D3350 Specification for Polyethylene Plastics Pipe and Fit-
conversions to SI units that are provided for information only
tings Materials
and are not considered standard.
D3895 Test Method for Oxidative-Induction Time of Poly-
olefins by Differential Scanning Calorimetry
1.5 This standard does not purport to address all of the
D4218 Test Method for Determination of Carbon Black
safety concerns, if any, associated with its use. It is the
Content in Polyethylene Compounds by the Muffle-
responsibility of the user of this standard to establish appro-
Furnace Technique
priate safety, health, and environmental practices and deter-
D5630 Test Method for Ash Content in Plastics
mine the applicability of regulatory limitations prior to use.
D7399 Test Method for Determination of the Amount of
1.6 This international standard was developed in accor-
Polypropylene in Polypropylene/Low Density Polyethyl-
dance with internationally recognized principles on standard-
ene Mixtures Using Infrared Spectrophotometry
ization established in the Decision on Principles for the
F412 Terminology Relating to Plastic Piping Systems
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
2
Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Drainage. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Feb. 1, 2020. Published May 2020. DOI: 10.1520/ Standards volume information, refer t
...

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SIGNIFICANCE AND USE
4.1 Regulatory Requirements—The USA Code of Federal Regulations (10CFR Part 50, Appendix H) requires the implementation of a reactor vessel materials surveillance program for all operating LWRs. Other countries have similar regulations. The purpose of the program is to (1) monitor changes in the fracture toughness properties of ferritic materials in the reactor vessel beltline6 resulting from exposure to neutron irradiation and the thermal environment, and (2) make use of the data obtained from surveillance programs to determine the conditions under which the vessel can be operated with adequate margins of safety throughout its service life. Practice E185, derived mechanical property data, and (r, θ, z) physics-dosimetry data (derived from the calculations and reactor cavity and surveillance capsule measurements (1) using physics-dosimetry standards) can be used together with information in Guide E900 and Refs. 4, 11-18 to provide a relation between property degradation and neutron exposure, commonly called a “trend curve.” To obtain this trend curve at all points in the pressure vessel wall requires that the selected trend curve be used together with the appropriate (r, θ, z) neutron field information derived by use of this guide to accomplish the necessary interpolations and extrapolations in space and time.  
4.2 Neutron Field Characterization—The tasks required to satisfy the second part of the objective of 4.1 are complex and are summarized in Practice E853. In doing this, it is necessary to describe the neutron field at selected (r, θ, z) points within the pressure vessel wall. The description can be either time dependent or time averaged over the reactor service period of interest. This description can best be obtained by combining neutron transport calculations with plant measurements such as reactor cavity (ex-vessel) and surveillance capsule or RPV cladding (in-vessel) measurements, benchmark irradiations of dosimeter sensor materials, and knowledge of th...
SCOPE
1.1 This guide establishes the means and frequency of monitoring the neutron exposure of the LWR reactor pressure vessel throughout its operating life.  
1.2 The physics-dosimetry relationships determined from this guide may be used to estimate reactor pressure vessel damage through the application of Practice E693 and Guide E900, using fast neutron fluence (E > 1.0 MeV and E > 0.1 MeV), displacements per atom (dpa), or damage-function-correlated exposure parameters as independent exposure variables. Supporting the application of these standards are the E853, E944, E1005, and E1018 standards, identified in 2.1.  
1.3 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.  
1.4 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.

  • Guide
    12 pages
    English language
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  • Guide
    12 pages
    English language
    sale 15% off