U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
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:
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. |
Enclosures