ASTM F1090-06 - 1.2.2006
 
Significance and Use

This classification is meant to be a guide for the selection of a vault.

This classification is intended to assist users in availing themselves of various prefabricated and generically constructed products, while maintaining continuity in the selected intrusion-resistance level.

This classification is not meant to recommend or prefer the use of any single product or any type level, or its application.

 
1. Scope

1.1 This classification is for the use and guidance of those who purchase, design, construct, install, approve, or modify storage vault enclosures, intended for the protection of assets against loss due to forced entry.

1.2 This classification is a systematic arrangement of constructed products, based on similar intrusion resistance characteristics, as derived from available test data.

1.3 This classification does not address fire resistivity.

1.4 This classification does not address the methods of interfacing vault components.

1.5 Nothing in this classification is intended to prevent the use of systems, methods, or devices that provide a level of intrusion resistance equivalent to that prescribed herein.

1.5.1 Any system, method, or device different from that detailed herein may be examined, in accordance with the intent of this standard, and if found equivalent, may be included.

1.6 Nothing in this classification shall be construed to prohibit better or safer conditions than the requirements specified herein.

1.7 Each standard designation cited shall be meant to be the edition in effect on the date this classification was published.

1.8 A rationale is given in . For more information on the construction of bank and mercantile vaults, refer to the following documents: ASTM Specifications A 184/A 184M, A 615/A 615M, A 635/A 635M, C 33, C 94/C 94M, C 150, C 494/C 494M, C 618, C 685/C 685M; American Concrete Institute Building Requirements ACI 318, and American Welding Society Structural Welding Code D 1.4.

1.9 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are given for information only.

 
2. Referenced Documents

A635/A635M-22

Standard Specification for Steel, Sheet and Strip, Heavy-Thickness Coils, Hot-Rolled, Alloy, Carbon, Structural, High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability, General Requirements for

C150-07

Standard Specification for Portland Cement

C494/C494M-19e1

Standard Specification for Chemical Admixtures for Concrete (Includes all amendments and changes 8/11/2022).

C618-23e1

Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete (Includes all amendments and changes 3/21/2023).

C685/C685M-17

Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing

C1116-03

Standard Specification for Fiber-Reinforced Concrete and Shotcrete

UL?608

Burglary-Resistant Vault Doors and Modular Panels

UL?680

Emergency Vault Ventilators and Vault Ventilating Ports

ACI?318

Building Code Requirements for Reinforced Concrete

A615/A615M-22

Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

A184/A184M-19

Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

A820/A820M-22

Standard Specification for Steel Fibers for Fiber-Reinforced Concrete

C33-07

Standard Specification for Concrete Aggregates

C39/C39M-23

Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

C94/C94M-24

Standard Specification for Ready-Mixed Concrete