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ASTM F962-04(2010)

(Specification)

Standard Specification for Oil Spill Response Boom Connection: Z-Connector

Standard Specification for Oil Spill Response Boom Connection: Z-Connector

ABSTRACT
This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom connections. These criteria are intended to define minimum mating characteristics and are not intended to be restrictive to a specific configuration. Any material is acceptable for construction of the boom connector provided consideration is given to such factors as weight, mechanical strength, chemical resistance, flexibility, and conditions of the environment in which it is to be used. End connector and cross pin materials shall be corrosion resistant in sea water and such other environments as the intended service may require. If dissimilar metals are used, care shall be used in design to avoid galvanic corrosion. The minimum tensile strength of a boom-to-boom connection shall equal or exceed the minimum fabric tensile strength specified. When the connector is designed as an integral part of the boom, it shall ensure distribution or transfer of the tension member loads from one boom section to the next through or around the end connector in such a manner that the integrity of the joint is not broken. The connector shall be of the hook engagement design. The geometry of single hook engagement end connectors shall be compatible with the requirements specified. Desirable features of the connector design include the following: speed and ease of connection, light weight, connectable in the water, readily cleaned of sand and debris, inherently safe to personnel, and easy to install or replace.
SIGNIFICANCE AND USE
The general design geometry herein defined applies to both a separate adaptor accessory mating two booms of different geometry as well as boom end connectors (see Terminology F818).  
Interconnectibility is intended to facilitate mating of oil spill response booms of various sizes, strengths, design, and manufacture.  
The use of this general design geometry in no way guarantees the effective performance of the linked boom sections, since each boom's design and the environmental conditions at each incident govern overall performance.
SCOPE
1.1 This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom connections. These criteria are intended to define minimum mating characteristics and are not intended to be restrictive to a specific configuration.
1.2 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.

General Information

Status
Historical
Publication Date
31-Mar-2010
ICS
13.060.99 - Other standards related to water quality
Technical Committee
F20 - Hazardous Substances and Oil Spill Response
Drafting Committee
F20.11 - Control
Current Stage
Ref Project

Relations

Replaces
ASTM F962-04 - Standard Specification for Oil Spill Response Boom Connection: Z-Connector
Effective Date
01-Apr-2010
Referred By
ASTM F1093-99(2023) - Standard Test Methods for Tensile Strength Characteristics of Oil Spill Response Boom
Effective Date
01-Apr-2010
Referred By
ASTM F2152-07(2021) - Standard Guide for In-Situ Burning of Spilled Oil: Fire-Resistant Boom
Effective Date
01-Apr-2010
Referred By
ASTM F2438-04(2022) - Standard Specification for Oil Spill Response Boom Connection: Slide Connector
Effective Date
01-Apr-2010
Referred By
ASTM F1657/F1657M-96(2018) - Standard Practice for Emergency Joining of Booms with Incompatible Connectors
Effective Date
01-Apr-2010

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ASTM F962-04(2010) - Standard Specification for Oil Spill Response Boom Connection: Z-ConnectorASTM F962-04(2010) - Standard Specification for Oil Spill Response Boom Connection: Z-Connector
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ASTM F962-04(2010) - Standard Specification for Oil Spill Response Boom Connection: Z-Connector
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:F962 −04 (Reapproved 2010)
Standard Specification for
Oil Spill Response Boom Connection: Z-Connector
ThisstandardisissuedunderthefixeddesignationF962;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope member loads from one boom section to the next through or
around the end connector in such a manner that the integrity of
1.1 This specification covers design criteria requirements,
the joint is not broken.
design geometry, material characteristics, and desirable fea-
turesforoilspillresponseboomconnections.Thesecriteriaare
4.3 The connector or adapter shall not take more than 0.04
intended to define minimum mating characteristics and are not
in. permanent set when a 250-lb load, distributed over 3 in., is
intended to be restrictive to a specific configuration.
applied.The load shall be applied at the location that results in
maximumdeflectionandshallberesistedbysupportsplaced ⁄2
1.2 The values stated in inch-pound units are to be regarded
in. from each end as shown in Fig. 1.
as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only
4.4 In addition to the dimensional requirements shown in
and are not considered standard.
Fig. 2, the self-locking cross-pin/lanyard assembly shall have
the following characteristics:
2. Referenced Documents
4.4.1 Itsassembledstrengthshallresistatensileloadof180
2.1 ASTM Standards:
lbs placed upon the closed toggle by the test fixture to which
F818Terminology Relating to Spill Response Barriers
the cross pin’s lanyard is attached without deformation as
F1523Guide for Selection of Booms in Accordance With
shown in Fig. 3.
Water Body Classifications
4.4.2 It shall have a ring or lanyard loop of a minimum
diameterof1- ⁄2in.fortheconvenienceofpullingthepinfrom
3. Material Characteristics
the boom connectors.
3.1 Endconnectorandcrosspinmaterialsshallbecorrosion
4.4.3 The toggle shall turn freely and shall latch in either
resistant in sea water and such other environments as the
direction.
intended service may require. If dissimilar metals are used,
4.4.4 The cross-pin’s spring shall be captured or locked to
care shall be used in design to avoid galvanic corrosion.
the assembly and shall exert a force on the toggle of between
3.2 Any material is acceptable for construction of the boom
16 and 22 lbs when connectors are assembled.
connector provided consideration is given to such factors as
4.4.5 When the cross-pin’s spring is compressed fully, there
weight, mechanical strength, chemical resistance, flexibility,
shallbeaclearanceof ⁄8in.betweentheshortendofthetoggle
and conditions of the environment in which it is to be used.
and the mated connector as shown in Fig. 2.
4. Design Requirements
4.4.6 The cross-pin’s overall length shall be minimized and
its ends rounded or chamfered so as to minimize wear and tear
4.1 The minimum tensile strength of a boom-to-boom
on adjacent stored booms or injury to boom handlers.
connection shall equal or exceed the minimum fabric tensile
strength specified in Table 1 of Guide F1523.
4.5 Pinholes, designed to accommodate the ⁄8 in. diameter
4.2 Whentheconnectorisdesignedasanintegralpartofthe self-locking pin, shall be incorporated at the design water line
boom, it shall ensure distribution or transfer of the tension (DWL) and, if required, a location as determined in 4.5.1 or
4.5.2 and shown in Fig. 4.
4.5.1 For any connector with 7.0 to 12.9 in. of connector
This specification is under the jurisdiction of ASTM Committee F20 on
Hazardous Substances and Oil Spill Response and is the direct responsibility of
material below the DWL pinhole, a second pinhole shall be
Subcommittee F20.11 on Control.
located 6.000 6 0.0015 in. below the DWL pinhole as shown
Current edition approved April 1, 2010. Published April 2010. Originally
in Fig. 4(a).
approved in 1986. Last previous edition approved in 2004 as F962–04. DOI:
10.1520/F0962-04R10.
4.5.2 For any connector with 13.0 in. or more of connector
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
materialbelowtheDWLpinhole,asecondcross-pinholeshall
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
be located 12.000 6 0.0015 in. below the DWL pinhole as
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shown in Fig. 4(b).
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F962−04 (2010)
NOTE 1—All items shown are generic and not intended to depict any manufacturer’s specific product.
FIG. 1Connector/Adapter
FIG. 2Self Locking Cross Pin / Lanyard Assembly
4.6 Whereonehalfofaconnectorsetmateswithonehaving 4.6.3 Be sexless (neither male/female).
the
...

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This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom connections. These criteria are intended to define minimum mating characteristics and are not intended to be restrictive to a specific configuration. Any material is acceptable for construction of the boom connector provided consideration is given to such factors as weight, mechanical strength, chemical resistance, flexibility, and conditions of the environment in which it is to be used. End connector and cross pin materials shall be corrosion resistant in sea water and such other environments as the intended service may require. If dissimilar metals are used, care shall be used in design to avoid galvanic corrosion. The minimum tensile strength of a boom-to-boom connection shall equal or exceed the minimum fabric tensile strength specified. When the connector is designed as an integral part of the boom, it shall ensure distribution or transfer of the tension member loads from one boom section to the next through or around the end connector in such a manner that the integrity of the joint is not broken. The connector shall be of the hook engagement design. The geometry of single hook engagement end connectors shall be compatible with the requirements specified. Desirable features of the connector design include the following: speed and ease of connection, light weight, connectable in the water, readily cleaned of sand and debris, inherently safe to personnel, and easy to install or replace.
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4.2 Reference Material:  
4.2.1 This guide should be used in conjunction with other ASTM guides listed in 2.1 (especially Guides E3163, E3240, E3242, E3344 and E3382), as well as the material in the References section.  
4.3 Flexible Site-Specific Implementation:  
4.3.1 This guide provides a systematic but flexible framework to accommodate variations in approaches by regulatory agencies and by the user based on project objectives, site complexity, unique site features, regulatory requirements, newly developed guidance, newly published scientific research, changes in regulatory criteria, advances in scientific knowledge and technical capability, and unforeseen circumstances.
4.3.1.1 This guide provides a monitoring plan development, execution and analysis framework based on over-arching features and elements that should be customized by the user based on site-specific conditions, regulatory context, and sediment corrective action objectives.
4.3.1.2 Implementation of the guide is site-specific. The user may choose to customize the implementation of the guide for a particular site, especially smaller, less complex sites.
4.3.1.3 This guide should not be used alone as a prescriptive checklist.  
4.3.2 The users of this guide are encouraged to update and refine (when needed) the conceptual site model, Project Work Plans and Project Reports used to describe the physical properties, chemical composition and occurrence, biologic features, and environmental conditions of the sediment corrective action project.  
4.4 Regulatory Frameworks:  
4.4.1 This guide is intended to be applicable to a broad range of local, state, tribal, federal, or internation...
SCOPE
1.1 This guide pertains to corrective action monitoring before (baseline monitoring), during (remedy implementation monitoring) and after (post-remedy monitoring) sediment remedial activities. It does not address monitoring performed during remedial investigations, pre-remedial risk assessments, and pre-design investigations.  
1.2 Sediment monitoring programs (baseline, remedy implementation and post-remedy) are typically used in contaminated sediment corrective actions performed under various regulatory programs, including the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). Although many of the references cited in this guide are CERCLA-oriented, the guide is applicable to corrective actions performed under local, state, tribal, federal, and international corrective action programs. However, this guide does not provide a detailed description of the monitoring program requirements or existing guidance for each jurisdiction. This guide is intended to inform, complement, and support but not supersede the guidelines established by local, state, tribal, federal, or international agencies.  
1.3 This guide provides a framework, which includes widely accepted considerations and best practices for monitoring sediment remedy efficacy.  
1.4 This guide is related to several other guides. Guide E3240 provides an overview of the sediment risk-based corrective action (RBCA) process, including the role of risk assessment and representative background. Guide E3163 discusses appropriate laboratory methodologies to use for the chemical analysis of potential contaminants of concern (PCOCs) in various media (such as, sediment, porewater, surface water and biota tissue) taken during sediment monitoring programs; it also discusses biological testing and community assessment. Guide E3382 describes the overall framework to determine representative background concentrations (including Conceptual Site Model [C...

  • Guide
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  • Guide
    31 pages
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ASTM
ASTM F1093-99(2023)(Test Method)
Standard Test Methods for Tensile Strength Characteristics of Oil Spill Response Boom

SIGNIFICANCE AND USE
5.1 Boom sections are frequently combined into assemblages hundreds of meters in length prior to towing through the water to a spill site. The friction of moving long boom assemblages through the water can impose high tensile stresses on boom segments near the tow vessel.  
5.2 Tensile forces are also set up in a boom when it is being towed in a sweeping mode. The magnitude of this tensile force can be related to the immersed depth of the boom, the length of boom involved, the width of the bight formed by the two towing vessels, and the speed of movement.
Note 1: When the towing speed exceeds about 1 knot (0.5 m/s), substantial oil will be lost under the boom.  
5.3 Knowledge of maximum and allowable working tensile stresses will help in the selection of boom for a given application and will permit specification of safe towing and anchoring conditions for any given boom.
SCOPE
1.1 These test methods cover static laboratory tests of the strength of oil spill response boom under tensile loading.  
1.2 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.  
1.3 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. For a specific hazard statement, see Section 7.  
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.

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