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FHWA Home / Safety / Roadway Departure / HSSD/B-69C

HSSD/B-69C


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U.S. Department of Transportation

Federal Highway Administration

400 Seventh St., S.W.
Washington, D.C. 20590

February 25, 2008

In Reply Refer To: HSSD/B-69C

Mr. Owen S. Denman, PE
President and CEO
Barrier Systems, Inc.
180 River Road
Rio Vista, CA 94571

Dear Mr. Denman:

Thank you for your October 25, 2007, e-mail requesting Federal Highway Administration (FHWA) acceptance of a minor modification to your company’s Variable Length Barrier (VLB) elements of the Reactive Tension Quickchange Moveable Barrier System as a Test Level 3 device for use on the National Highway System (NHS). You requested that we find this device acceptable for use on the NHS under the provisions of National Cooperative Highway Research Program (NCHRP) Report 350 “Recommended Procedures for the Safety Performance Evaluation of Highway Features.”

Our letter B-69 dated June 27, 2000, found the Steel Reactive Tension System (SRTS)/Concrete Reactive Tension System (CRTS) acceptable for use. You propose to remove the spring from the VLB segments as they have been found to be unnecessary for the proper operation of the Reactive Tension Barrier. We concur with your conclusion that the removal of the springs in the VLB units will not affect the impact performance of the system and the Reactive Tension Quickchange Moveable Barrier would be expected to perform in a similar manner to that indicated in the FHWA acceptance letter for this product.

Therefore, the system described above and detailed in the enclosed drawing is acceptable for use on the NHS under the range of conditions the RTS was tested, when proposed by a State agency.

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

Sincerely yours,

Signature of David A. Nicol

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

Enclosure

Page last modified on June 2, 2009
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