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ASTM E1925-04

(Specification)

Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures

Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures

ABSTRACT
This specification covers engineering and design criteria for rigid wall relocatable structures (RWRSs) which shall be used for designing expandable and nonexpendable RWRSs. RWRSs shall be manufactured from recovered materials, wherein intimate contact of dissimilar materials shall not be allowed (to prevent galvanic corrosion), all components shall be adequately protected from corrosion, and the materials used shall not cause any skin irritation or injury to the person handling the material during transportation, operation, or maintenance of the equipment. Tests for compatibility, air transportability, ground mobility, rail transportability, forklift handling, erecting and striking, air tightness, blackout, humidity resistance, marine atmosphere, temperature, solar load, temperature shock, heat transfer, blowing sand, sunshine (ultraviolet effects), flame resistance, fungus resistance, squareness, panel flatness, roof loads, floor loads, door loads, panel attachment points, leveling devices, lifting and towing provision strength, tow and dragging simulator, flat and rotational drop (with or without skids), drop shock, impact resistance, electromagnetic interference provisions, water tightness, and lift shall be performed and shall conform to the requirements specified.
SCOPE
1.1 This specification covers engineering and design criteria required for the development of rigid wall relocatable structures (RWRS) and shall be applied to the design of expandable and non-expandable RWRSs. This specification applies to present engineering and design requirements for effective RWRSs which are operable in a variety of environments without degradation and are capable of all specified transport modes. This specification shall be applied to the design of expandable and non-expandable RWRSs. This specification is a conversion of a military standard that was approved by all departments and agencies of the Department of Defense.  
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parenthesis are for information only.  
1.3 The following safety hazards caveat pertains only to the test required portion, Section 10, of this specification. This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
30-Sep-2004
ICS
91.060.10 - Walls. Partitions. Facades
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.53 - Materials and Processes for Durable Rigidwall Relocatable Structures
Current Stage
Ref Project

Relations

Replaces
ASTM E1925-01 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
Effective Date
01-Oct-2004
Replaced By
ASTM E1925-10 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
Effective Date
01-Oct-2010
Referred By
ASTM E2518-19 - Standard Specification for Cargo Bed Cover, Type IV (M923, 5 Ton Cargo Truck/M1083, 5 Ton Medium Tactical Vehicle (MTV)/M1082, 5 Ton MTV Trailer)
Effective Date
01-Oct-2004
Referred By
ASTM E1976-19 - Standard Specification for Shelter, Tactical, Nonexpandable
Effective Date
01-Oct-2004
Referred By
ASTM E631-15 - Standard Terminology of Building Constructions
Effective Date
01-Oct-2004
Referred By
ASTM E2517-21 - Standard Specification for Cargo Bed Cover, Type III (M35A2, 2<fraction><num>1</num><den >2</den></fraction> Ton Cargo Truck/M1078, 2<fraction><num>1</num><den >2</den></fraction> Ton Lightweight Medium Tactical Vehicle (LMTV)/ M1082, 2<fraction><num>1</num><den>2</den></fraction> Ton LMTV Trailer)
Effective Date
01-Oct-2004
Referred By
ASTM E2377-18 - Standard Specification for Shelter, Electrical Equipment, Lightweight
Effective Date
01-Oct-2004
Referred By
ASTM E2462-18 - Standard Performance Specification for Cargo Bed Cover (CBC) HMMWV, Type I
Effective Date
01-Oct-2004
Referred By
ASTM E1975-22 - Standard Specification for Shelter, Electrical, Equipment S-280/G
Effective Date
01-Oct-2004
Referred By
ASTM E1978-18 - Standard Specification for Shelter, Tactical, Expandable, Two-Side
Effective Date
01-Oct-2004
Referred By
ASTM E1749-18 - Standard Terminology Relating to Rigid Wall Relocatable Shelters
Effective Date
01-Oct-2004
Referred By
ASTM E2463-19 - Standard Performance Specification for Cargo Bed Cover (CBC) M105A2 Trailer, Type II
Effective Date
01-Oct-2004
Referred By
ASTM E1974-19 - Standard Specification for Shelter, Electrical Equipment S-250/G
Effective Date
01-Oct-2004
Referred By
ASTM E1977-18 - Standard Specification for Shelter, Tactical, Expandable, One-Side
Effective Date
01-Oct-2004

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ASTM E1925-04 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable StructuresASTM E1925-04 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
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ASTM E1925-04 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
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Standards Content (Sample)

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: E1925 – 04
Specification for
Engineering and Design Criteria for Rigid Wall Relocatable
1
Structures
This standard is issued under the fixed designation E1925; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope ISO 668-1995, Series 1 Freight Containers - Classification,
3
Dimensions and Ratings, 5th Edition
1.1 This specification covers engineering and design criteria
ISO 1161-1990, Series 1 Freight Containers - Corner Fit-
required for the development of rigid wall relocatable struc-
3
tings
tures (RWRS) and shall be applied to the design of expandable
ISO 1496-1, Series 1 Freight Containers Specification and
and nonexpandable RWRSs. This specification applies to
3
Testing Document - Part 1, 1993
present engineering and design requirements for effective
ISO 1496-2, Series 1 Freight Containers Specification and
RWRSs that are operable in a variety of environments without
3
Testing Document - Part 2, 1993
degradation and are capable of all specified transport modes.
2.3 Military Standards:
This specification shall be applied to the design of expandable
MIL-STD-1472D, Notice 3, Human Engineering Design
and nonexpandable RWRSs. This specification is a conversion
4
Criteria for Military Systems, Equipment and Facilities
ofamilitarystandardthatwasapprovedbyalldepartmentsand
MIL-M-8090F, GeneralRequirementsforTowedAerospace
agencies of the Department of Defense.
4
Ground Equipment Mobility
1.2 The values stated in inch-pound units are to be regarded
MIL-F-14072D, Finishes for Ground Electronic Equip-
as the standard. The values given in parenthesis are for
4
ment
information only.
MIL-C-22992E, Amend 5, Connector, Plugs and Recep-
1.3 The following safety hazards caveat pertains only to the
tacles, Electrical, Waterproof, Quick Disconnect, Heavy
test required portion, Section 10, of this specification. This
4
Duty Type General Specification for
specification does not purport to address all of the safety
MIL-STD-810, Environmental Engineering Considerations
concerns, if any, associated with its use. It is the responsibility
4
and Laboratory Test
of the user of this specification to establish appropriate safety
MIL-STD-1791, Notice 1, Designing for Internal Aerial
and health practices and determine the applicability of regu-
4
Delivery in Fixed Wing Aircraft
latory limitations prior to use.
3. Terminology
2. Referenced Documents
2
3.1 Definitions:
2.1 ASTM Standards:
3.1.1 degradation—damage by the weakening or loss of
E1851 Test Method for Electromagnetic Shielding Effec-
some property, quality, or capability.
tiveness of Durable Rigid Wall Relocatable Structures
3.1.2 delamination—separation into constituent layers.
G21 Practice for Determining Resistance of Synthetic Poly-
3.1.3 galvanic corrosion—the corrosion of metallic objects
meric Materials to Fungi
in the presence of moisture, caused by electrolytic action.
2.2 ISO Standards:
3.1.4 special tools—tools other than common hand tools or
those designed specifically for use with a delivered product.
1
4. Materials and Manufacture
This specification is under the jurisdiction of ASTM Committee E06 on
Performance of Buildings and is under the direct responsibility of Subcommittee
4.1 Materials and Workmanship—All materials and work-
E06.53 on Materials and Processes for Durable Rigidwall Relocatable Structures.
manshipshallbeinaccordancewithgoodcommercialpractice.
Current edition approved Oct 1, 2004. Published October 2004. Originally
approved in 1997. Last previous edition approved in 2001 as E1925 – 01. DOI:
10.1520/E1925-04.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmerican National Standards Institute (ANSI), 25 W. 43rd St.,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM 4th Floor, New York, NY 10036.
4
Standards volume information, refer to the standard’s Document Summary page on Available from Standardization Documents Order Desk, Bldg. 4, Section D,
the ASTM website. 700 Robbins Ave., Philadelphia, PA 19111-5098.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
E1925 – 04
All materials shall be recovered materials to the maximum 6.5 Electrical Grounding—The RWRS electrical system
extent possible consistent with quality and performance. All shall be grounded through electrical input cable back to the
materials shall be free of defects that would affect the perfor-
...

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1.2 Investigative techniques discussed may be intrusive, disruptive, or destructive. It is the responsibility of the investigator to establish the limitations of use, to anticipate and advise of the destructive nature of some procedures, and to plan for patching and selective reconstruction as necessary.  
1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard.  
1.3.1 Exception—Solely inch-pound units are stated in 10.3.1, 10.3.2.1, X1.5.3.7, X2.5.1.3, X3.4.3.3, X5.1.2.2, X5.5.5, X5.6.3, and X8.5.1.3.  
1.4 This practice does not purport to address all of the safety concerns, if any, associated with its use. Establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Awareness of safety and familiarity with safe procedures are particularly important for above-ground operations on the exterior of a building and destructive investigative procedures which typically are associated with the work described in this guide.  
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 Internat...

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ASTM
ASTM E3223/E3223M-20(Guide)
Standard Guide for Specifying and Testing Field-Constructed Exterior Building Wall System Mockups in New Construction

SIGNIFICANCE AND USE
4.1 This guide is intended to assist the construction team in evaluating the constructability, functionality, sequence of construction, interference, tolerances, component performance, and assembled system performance of the exterior wall systems.  
4.2 This guide does not establish specific roles for the parties involved during construction or the contractual obligations of those parties. The role of each party within any specific project should be established and documented before the start of the project.  
4.3 This guide is intended for use when specifying construction mockups that are either integrated mockups or off-structure mockups.  
4.4 This guide is intended to aid the specifier in the development of a QA mockup program for assessing the performance of exterior walls. It is not intended to provide a comprehensive list of applicable test methods for QA testing available or applicable to a mockup program.  
4.5 This guide does not address preconstruction laboratory testing of a wall system.  
4.6 This guide is intended to address technical issues with the performance of the wall system and the interconnection of the various components and systems. A mockup may or may not be used as an aesthetic mockup; however, this guide is not intended to address aesthetic issues with the wall system.  
4.7 This guide is not intended to provide guidance for construction observation services. However, the mockup may be useful to inform inspectors of the intended construction, sequence, materials, and interface conditions encountered on the project and serve as a standard of quality to which the remainder of construction can be compared.
SCOPE
1.1 This guide provides information to assist in the specification, design, and performance testing of field-constructed exterior wall assemblies (“mockups”) for construction projects. This includes testing procedures appropriate to evaluate the component and assembly performance for water penetration resistance, air leakage resistance, and other test methods that may be applied as part of the quality assurance (QA) program for the installed systems.  
1.2 This guide is intended to be applied to exterior wall mockups that include components, systems, and assemblies including, but not limited to, curtain walls, windows, doors, masonry walls, precast concrete, cast-in-place concrete, exterior insulation and finish system (EIFS), roofing interfaces, stucco, wood siding, metal panels, sealants, appurtenances, penetrations, louvers, and combinations thereof. Such mockups are expected to include the intersection between wall systems.  
1.3 This guide is not intended to provide a comprehensive list of potential testing that may be applicable to field-constructed mockups. Additional tests may be applicable to mockups for specific projects.  
1.4 This guide is not intended to address all possible project delivery methods and as such the requirements listed herein must be evaluated by the specifier for appropriateness with the delivery method.  
1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.6 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.  
1.7 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...

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