ASTM F3204-16(2024)
(Guide)Standard Guide for Design and Construction of Welded Wire Fence Systems for Security Purposes
Standard Guide for Design and Construction of Welded Wire Fence Systems for Security Purposes
SCOPE
1.1 This guide provides assistance for the site security engineer to select the proper components required to design a site-specific, welded-wire physical security perimeter barrier.
1.2 This standard does not purport to address all of the physical protection security concerns, if any, associated with its use. It is the responsibility of the user of the standard to establish the appropriate design level of physical protection required and determine the applicability of regulatory requirements or limitations.
1.3 Specification F2453 is to be used in conjunction with this guide.
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. Some specific hazards statements are given in Section 7 on Hazards.
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
Relations
Standards Content (Sample)
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: F3204 − 16 (Reapproved 2024)
Standard Guide for
Design and Construction of Welded Wire Fence Systems for
Security Purposes
This standard is issued under the fixed designation F3204; 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 2. Referenced Documents
2.1 ASTM Standards:
1.1 This guide provides assistance for the site security
A121 Specification for Metallic-Coated Carbon Steel
engineer to select the proper components required to design a
Barbed Wire
site-specific, welded-wire physical security perimeter barrier.
A307 Specification for Carbon Steel Bolts, Studs, and
1.2 This standard does not purport to address all of the
Threaded Rod 60 000 PSI Tensile Strength
physical protection security concerns, if any, associated with its
F934 Specification for Standard Colors for Polymer-Coated
use. It is the responsibility of the user of the standard to
Chain Link Fence Materials
establish the appropriate design level of physical protection
F1043 Specification for Strength and Protective Coatings on
required and determine the applicability of regulatory require- Steel Industrial Fence Framework
ments or limitations. F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-
Coated (Galvanized) Welded, for Fence Structures
1.3 Specification F2453 is to be used in conjunction with
F1665 Specification for Poly(Vinyl Chloride) (PVC) and
this guide.
Other Conforming Organic Polymer-Coated Steel Barbed
Wire Used With Chain-Link Fence
1.4 The values stated in inch-pound units are to be regarded
F1910 Specification for Long Barbed Tape Obstacles
as standard. The values given in parentheses are mathematical
F1911 Practice for Installation of Barbed Tape
conversions to SI units that are provided for information only
F2453 Specification for Welded Wire Mesh Fence Fabric
and are not considered standard.
(Metallic-Coated or Polymer Coated) for Meshes of 6 in.
1.5 This standard does not purport to address all of the 2
[3871 mm ] or Less, in Panels or Rolls, with Uniform
safety concerns, if any, associated with its use. It is the
Meshes
responsibility of the user of this standard to establish appro-
2.2 American Society of Civil Engineers Standards:
priate safety, health, and environmental practices and deter-
ASCE/SEI 7-10 (or latest edition) Minimum Design Loads
mine the applicability of regulatory limitations prior to use.
for Buildings and Other Structures
Some specific hazards statements are given in Section 7 on
3. Terminology
Hazards.
1.6 This international standard was developed in accor-
3.1 Definitions—Refer to the terminology listed in Specifi-
dance with internationally recognized principles on standard-
cation F2453.
ization established in the Decision on Principles for the
4. Classification
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical 4.1 The welded wire mesh selected for security systems is
Barriers to Trade (TBT) Committee.
classified in Specification F2453 in accordance with the
following coatings:
4.1.1 Type 1, consists of welded wire mesh manufactured
from wire zinc-coated prior to being welded into fabric, known
as galvanized before welding.
1 2
This test method is under the jurisdiction of ASTM Committee F14 on Fences For referenced ASTM standards, visit the ASTM website, www.astm.org, or
and is the direct responsibility of Subcommittee F14.50 on High Security Fences contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
and Perimeter Barriers. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved Feb. 1, 2024. Published February 2024. Originally the ASTM website.
approved in 2016. Last previous edition approved in 2016 as F3204 – 16. DOI: Available from American Society of Civil Engineers (ASCE), 1801 Alexander
10.1520/F3204-16R24. Bell Dr., Reston, VA 20191, http://www.asce.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F3204 − 16 (2024)
4.1.2 Type 2, consists of welded wire mesh manufactured spacing and post dimension, select the post specification and
from uncoated wire, the fabric of which is subsequently protective coating from Specification F1043, Heavy Industrial
zinc-coated after fabrication, known as galvanized after weld- Fence Framework; Group IA Round Steel Pipe (Specification
ing. F1083 Schedule 40), Group IC Round Steel Pipe (Electric
4.1.3 Type 3, consists of welded wire mesh manufactured Resistance Welded Pipe), Group II Roll-Formed Steel Shapes
from wire coated with zinc-5 % aluminum-mischmetal alloy (C-Sections), Group IV Alternate Design.
(Zn-5A1-MM) before being welded into fabric, known as zinc
6.2.2 Terminal Posts: End, corner, or pull posts are to be in
5 % aluminum-mischmetal alloy-coated steel before welding.
accordance with Specification F1043, Heavy Industrial Fence
4.1.4 Type 4, consists of welded wire mesh manufactured
Framework; Group IA (Specification F1083 schedule 40 pipe),
from wire zinc-coated prior to being welded into fabric, known
Group IC Electric Resistance Welded Pipe). Select the terminal
as galvanized before welding, and subsequently polymer color
post size based on the line post size.
coated.
6.2.3 Rails: Top, intermediate and terminal post brace rails
when specified shall be in accordance with Specification
5. Ordering Information
F1043, Heavy Industrial Fence Framework; Group IA, (F1083
5.1 When ordering or specifying welded wire mesh fence
schedule 40 pipe) Group IC (Electric resistance welded pipe)
systems for security applications, the appropriate mesh type,
or Group II (Roll-formed steel shapes).
mesh description, fence height, post size, post spacing, allow-
6.2.4 Polymer-coated Framework: Specify the type of coat-
able mesh-to-framework attachment methods, and finish
ing in accordance with Specification F1043 and the color in
should all be defined to ensure that welded wire mesh panels
accordance with Specification F934.
and all associated system components will be compatible in the
6.3 Barbed Wire
total system installation.
6.3.1 When specified, select the type and coating from one
6. Materials and Manufacture
of the following:
6.1 Welded Wire Mesh Panels 6.3.2 If metallic coated steel barbed wire, specify Specifi-
6.1.1 Finish
cation A121 design number 12-4-3-14R having four-point
6.1.1.1 If Type 2 galvanized mesh is selected, the panels barbs spaced 3 in. [76 mm] on center or 12-4-5-14R having
shall be completely and uniformly zinc-coated by the hot-dip
four-point barbs spaced 5 in. [127 mm] on center.
process in accordance with Specification F2453 after welding,
6.3.3 Aluminum Metallic-Coated: Specify Coating A for the
shall be free from excessive accumulations of zinc in the
strand wire and aluminum alloy barbs.
apexes of mesh openings, and free from bare spots.
6.3.4 Zinc Metallic-Coated:
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.