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ASTM D 3839 : 2014 : REDLINE

Current

Current

The latest, up-to-date edition.

Standard Guide for Underground Installation of “Fiberglass” (Glass-Fiber Reinforced Thermosetting-Resin) Pipe

Available format(s)

PDF

Language(s)

English

Published date

01-03-2014

$135.86
Including GST where applicable

CONTAINED IN VOL. 08.03, 2015 Describes procedures for the burial of pressure and nonpressure 'fiberglass' (glass-fiber-reinforced thermosetting-resin) pipe in many typically encountered soil conditions.

Committee
D 20
DocumentType
Redline
Pages
16
PublisherName
American Society for Testing and Materials
Status
Current

1.1This practice establishes procedures for the burial of pressure and nonpressure “fiberglass” (glass-fiber-reinforced thermosetting-resin) pipe in many typically encountered soil conditions. Included are recommendations for trenching, placing pipe, joining pipe, placing and compacting backfill, and monitoring deflection levels. Guidance for installation of fiberglass pipe in subaqueous conditions is not included.

1.2Product standards for fiberglass pipe encompass a wide range of product variables. Diameters range from 1 in. to 13 ft (25 mm to 4000 mm) and pipe stiffnesses range from 9 to over 72 psi (60 to 500 kPa) with internal pressure ratings up to several thousand pound force per square inch. This standard does not purport to consider all of the possible combinations of pipe, soil types, and natural ground conditions that may occur. The recommendations in this practice may need to be modified or expanded to meet the needs of some installation conditions. In particular, fiberglass pipe with diameters of a few inches are generally so stiff that they are frequently installed in accordance with different guidelines. Consult with the pipe manufacturer for guidance on which practices are applicable to these particular pipes.

1.3The scope of this practice excludes product-performance criteria such as a minimum pipe stiffness, maximum service deflection, or long-term strength. Such parameters may be contained in product standards or design specifications, or both, for fiberglass pipe. It is incumbent upon the specified product manufacturer or project engineer to verify and ensure that the pipe specified for an intended application, when installed in accordance with procedures outlined in this practice, will provide a long-term, satisfactory performance in accordance with criteria established for that application.

Note 1There is no similar or equivalent ISO standard.
Note 2A discussion of the importance of deflection and a presentation of a simplified method to approximate field deflections are given in AWWA Manual of Practice M45 Fiberglass Pipe Design.

1.4The 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.

1.5This 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 and health practices and determine the applicability of regulatory limitations prior to use.

ASTM D 6088 : 2006 Standard Practice for Installation of Geocomposite Pavement Drains
ASTM D 6088 : 2006 : R2016 Standard Practice for Installation of Geocomposite Pavement Drains
AWWA M45 : 3 FIBERGLASS PIPE DESIGN
API 15TL4 : 1999 : R2013 RECOMMENDED PRACTICE FOR CARE AND USE OF FIBERGLASS TUBULARS
BS 8010-2.5:1989 Code of practice for pipelines. Pipelines on land: design, construction and installation Glass reinforced thermosetting plastics
ASTM F 1668 : 2016 : REDLINE Standard Guide for Construction Procedures for Buried Plastic Pipe
ASTM F 1216 : 2016 : REDLINE Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
ASTM D 2517 : 2018 : REDLINE Standard Specification for Reinforced Epoxy Resin Gas Pressure Pipe and Fittings
ASME B31.3:2016 PROCESS PIPING
CAN/CSA-Z662-15 Oil and gas pipeline systems
API RP 15TL4 : 1999 RECOMMENDED PRACTICE FOR CARE AND USE OF FIBERGLASS TUBULARS
ASTM D 6088 : 2006 : R2011 Standard Practice for Installation of Geocomposite Pavement Drains
ASME B31.3 SPANISH : 2010 PROCESS PIPING

AWWA M45 : 3 FIBERGLASS PIPE DESIGN
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ASTM D 4643 : 2017 : REDLINE Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating
ASTM D 6938 : 2017-03 TEST METHOD FOR IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL-AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH)
ASTM D 698 : 2013-05 TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT (12400 FT-LBF/FT[3] (600 KN-M/M[3]))
AASHTO LRFD EM : 2007 ERRATA 2007 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS AND AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SI UNITS
ASTM D 5030 : 2004 Standard Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit
ASTM D 4254 : 2016 : REDLINE Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density
ASTM D 4959 : 2016 : REDLINE Standard Test Method for Determination of Water Content of Soil By Direct Heating
ASTM D 5080 : 2017 : REDLINE Standard Test Method for Rapid Determination of Percent Compaction
ASTM F 1668 : 2016 : REDLINE Standard Guide for Construction Procedures for Buried Plastic Pipe
ASTM D 4253 : 2016 : REDLINE Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table
AASHTO M 145 : 1991 SPECIFICATION FOR CLASSIFICATION OF SOILS AND SOIL-AGGREGATE MIXTURES FOR HIGHWAY CONSTRUCTION PURPOSES
ASTM D 653 : 2014 : REDLINE Standard Terminology Relating to Soil, Rock, and Contained Fluids

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