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Safety Eligibility Letter B-201

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U.S. Department of Transportation
Federal Highway Administration

1200 New Jersey Ave. S.E.
Washington, D.C. 20590

January 12, 2010

In Reply Refer To:
HSSD/B-201

Mr. Barry D. Stephens, P.E.
Sr. Vice President Engineering
Energy Absorption Systems, Inc.
3617 Cincinnati Avenue
Rocklin, CA 95678

Dear Mr. Stephens:

This letter is in response to your request for the Federal Highway Administration (FHWA) acceptance of a roadside safety device for use on the National Highway System (NHS). You have requested that we find the Vulcan™ Gate, comprised of Unanchored Vulcan, a Vulcan-to-CMB Transition and a completely new Hinge/Connector, acceptable as a Test Level 4 (TL-4), TL-3 and TL-2 device for use on the National Highway System (NHS).

Name of system:Vulcan™ Gate
Type of system: Longitudinal Barrier
Test Level: NCHRP Report 350 Test TL-2, TL-3 and TL-4
Testing conducted by: E-Tech Testing Services, Inc.
Date of Request: September 29, 2009
Date of completed package: December 28, 2009
Task Force 13 Designator: SWM15

Your current requests are for review and acceptance of:

  1. Modification of the current hinge design of Vulcan Barrier, the Vulcan-to-CMB Transition, and the Vulcan component called the Hinge as per FHWA HSSD/B-134C, dated November 21, 2007, with the new Hinge/Connector design.
  2. Modified barrier with the new Hinge/Connector design to meet same TL-4 designation as the existing Vulcan Barrier as per HSSD/B-134D, dated August 29, 2008.

Requirements
Roadside safety devices should meet the guidelines contained in the NCHRP Report 350 or the American Association of State Highway and Transportation Officials' Manual for Assessing Safety Hardware (MASH). The FHWA Memorandum "Identifying Acceptable Highway Safety Features" of July 25, 1997, provides further guidance on crash testing requirements of longitudinal barriers.

Description
For this test, five freestanding Vulcan segments were pinned together and the upstream and downstream ends were pinned to unanchored Hinge/Connectors which were pinned to anchored Vulcan-to-PCMB Transition segments to provide longitudinal tension. The impact point was the first Vulcan segment ahead of the new Hinge/Connector.

Findings
We concur with your request that the Vulcanâ„¢ Gate Longitudinal Barrier be granted equivalence to existing successfully crash tested systems meeting TL-2, TL-3, and TL-4 conditions as per NCHRP Report 350 and will be considered acceptable for use on the NHS system when requested by a highway agency. In addition, we concur that the submitted successful crash test results support use of this design with any number of Vulcan segments to configure a Vulcanâ„¢ Gate Longitudinal Barrier. For further information on the crash test, the Test Data Summary Sheet is included with this correspondence.

Please note also that the following provisions apply to FHWA letters of acceptance:

 

Sincerely yours,

/signed for/

David A. Nicol, P.E.
Director, Office of Safety Design
Office of Safety

Enclosures

Page last modified on January 12, 2010
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