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                Safety Eligibility Letter B-82D
  
  **Hardware Type:**
            Longitudinal Barriers and Bridge Rails
                          **Code:**
            B-82D
                          **Date:**
            09/09/2010
                          **Testing Criteria:**
            NCHRP 350
                          **Manufacturer:**
            Hill & Smith Ltd.
                          **Device Description:**
            Brifen Wire Rope Safety Fence
                          **View PDF:**
            b82d.pdf (365.08 KB)
    
    Safety Eligibility Letter B-82D


						
**Download Version**PDF [366 KB]

			DOT logoU.S. Department of Transportation**Federal Highway Administration**

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

			September 9, 2010

			In Reply Refer To: HSSD/B-82D

			

			Mr. Mark Tonks

            	Group Managing Director

                Hill & Smith Limited

                Springvale Business & Industrial Park

                Billson, Wolverhampton, West Midlands

                WV14 0QL United Kingdom

            Dear  Mr. Tonks:

            This letter is in response to your request for the Federal Highway Administration (FHWA) acceptance of a roadside safety system for use on the National Highway System (NHS).

            Name of  system:

                	Brifen Wire Rope Safety FenceType of system:

                	High Tension Cable BarrierTest Level:

                	NCHRP Report 350 TL-4Testing conducted by:

                	SouthWest Research InstituteTask Force 13 Designator:

                	PENDINGDate of request:

                	May 13, 2010Date initially acknowledged:

                	May 18, 2010Date of completed package:

                	June 1, 2010

            You requested that we find this system acceptable for use on the NHS under the provisions of the National Cooperative Highway Research Program (NCHRP) Report 350 “Recommended Procedures for the Safety Performance Evaluation of Highway Features.”

            **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.  The FHWA memorandum “Identifying Acceptable Highway Safety Features” of July 25, 1997, provides further guidance on crash testing requirements of longitudinal barriers.

            **Description**On May 19, 2010, you and your representative, Dr. Richard McGinnis, met with Mr. Artimovich of my staff and provided him with a copy of a test report prepared by the Southwest Research Institute (SwRI) entitled "NCHRP Report 350, Test 3-11 Full-Scale Crash Evaluation of a Brifen® Wire Rope Safety Fence (WRSF) (Deflection Test), SwRI Test Number B-2."  This report detailed a test conducted by personnel from the SwRI at a temporary site in Ardmore, Oklahoma.  The 60-meter (197-foot) long test article was a standard 4-cable Brifen® WRSF with cable heights of 36.5 in (930 mm), 30.5 in (770 mm), 24.5 in (620 mm), and 18.5 in (470 mm).  The 21-ft (6.4-m) spaced posts were 4 in (100 mm) by 2-3/16 in (55 mm) by 0.1793 in (4.5 mm) in cross-section and were placed in steel sockets embedded in concrete foundations.  This system is identical to the Brifen Test level 4 (TL-4) system described in FHWA acceptance letter B-82B dated March 27, 2005, except for the post spacing and the three lower cables are each 0.4 in (10 mm) lower than the original design.  The difference in the cable heights is within the allowable construction tolerance.  The purpose of this test was to ascertain the dynamic deflection of a Brifen installation with 21-ft (6.4-m) post spacing.

            **Crash Testing** When impacted at 24.7 degrees and 101.2 km/h with a 2182-kg pickup truck, the dynamic deflection of the safety fence installation was reported to be 2.5 meters (8.25 feet).  All NCHRP Report 350 evaluation criteria for this test were satisfactorily met.  You indicate in your letter that the impact severity of the crash was computed to be 150.5 kJ which is 9 percent higher than the target value of 138.1 kJ for NCHRP Report 350 TL-3 crash tests.  Further we note that you used a European Union equation to normalize the dynamic deflection and estimated that the deflection would have been approximately 7.9 ft had the impact severity been the standard NCHRP Report 350 TL-3 value of 138.1 kJ.  The figure below shows the actual and normalized deflections for NCHRP Report 350 TL-3 impact severities (minimum, nominal, and maximum).  As we have stated in earlier acceptance letters for cable barriers, the design deflection distance is based on a single standard test conducted under carefully controlled conditions.  It should not be considered an exact distance, but rather as a single point within the range of deflections that can be expected under actual field conditions.

Line graph, normalized deflection and impact severity for Brifen NCHRP Report 350 TL-3 Crash Test B-2

In the crash test rigging screws were purposely arranged so that they would be located in the area where vehicle-barrier contact occurs to demonstrate that their location does not affect barrier performance.  Two rigging screws were located at post 9, and the other two rigging screws were located midspan between posts 8 and 9.  The vehicle was in contact with the barrier from post 5 through post 10, inclusive.  None of the rigging screws was damaged, and the performance of the barrier was not affected by the rigging screws.

**Findings** In summary, based on the most recent crash test your Brifen 4-cable WRSF, remains acceptable as TL-3 and TL-4 traffic barriers and may be used on the NHS with any post spacing from 1.6m (5.2 ft) to 6.4m (21 ft) using driven posts, posts set in driven steel sleeves, or posts in socketed concrete foundations and with 4 cables as long as cable heights and other conditions are consistent with previous FHWA acceptance letters and when such use is specified by the contracting agency.  As noted earlier in this letter, the purpose of the referenced crash test was to ascertain the dynamic deflection of a Brifen installation with 21-ft (6.4-m) post spacing.  We concur that this design deflection is 7.9 feet.

We understand that all steel components used in any of the accepted Brifen systems are manufactured in the U.S. with U.S. steel and are not subject to the Buy America provisions of Title 23, U.S. Code (USC), Section 635.410.

Although the barrier performed well under ideal test impact conditions, the likelihood of passenger car underrides of any cable system may increase as the post spacing increases, particularly when the barrier is installed on non-level or slightly irregular terrain and the cables are not restrained from lifting at each post.  Consequently, some transportation agencies have limited post spacing to approximately 6m (20 feet) for cable barriers.  The dynamic deflection of the barrier is likely to increase when it is installed along the convex sides of horizontal curves, and when distances between anchorages exceed the 60-m (200-foot) test length.

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

              

                This acceptance is limited to the crashworthiness characteristics of the systems and does not cover their structural features, nor conformity with the Manual on Uniform Traffic Control Devices.
                	Any changes that may adversely influence the crashworthiness of the system will require a new acceptance letter.
                	Should the FHWA discover that the qualification testing was flawed, that in-service performance reveals unacceptable safety problems, or that the system being marketed is significantly different from the version that was crash tested, we reserve the right to modify or revoke our acceptance.
                	You will be expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance.
                	You will be expected to certify to potential users that the hardware furnished has essentially the same chemistry, mechanical properties, and geometry as that submitted for acceptance, and that it will meet the crashworthiness requirements of the FHWA and the NCHRP Report 350.
                	To prevent misunderstanding by others, this letter of acceptance is designated as number  B-82D and shall not be reproduced except in full.  This letter and the test documentation upon which it is based are public information.  All such letters and documentation may be reviewed at our office upon request.
                	Brifen cable barriers are patented products and considered proprietary.  If proprietary systems are specified by a highway agency for use on Federal-aid projects, except exempt, non-NHS projects, (a) they must be supplied through competitive bidding with equally suitable unpatented items; (b) the highway agency must certify that they are essential for synchronization with the existing highway facilities or that no equally suitable alternative exists; or (c) they must be used for research or for a distinctive type of construction on relatively short sections of road for experimental purposes.  Our regulations concerning proprietary products are contained in Title 23, Code of Federal Regulations, Section 635.411.
                	This acceptance letter shall not be construed as authorization or consent by the FHWA to use, manufacture, or sell any patented system for which the applicant is not the patent holder.  The acceptance letter is limited to the crashworthiness characteristics of the candidate system, and the FHWA is neither prepared nor required to become involved in issues concerning patent law.  Patent issues, if any, are to be resolved by the applicant.Sincerely yours,

						*/* Signature of David A. Nicol */*

						David A. Nicol, P.E.

							Director, Office of Safety Design

							Office of SafetyEnclosures
FHWA:HSSD:NArtimovich:tb:61331:8/23/10 File:      s://directory folder/nartimovich/B82_DBrifen_21_foot_spacing_fin.doc cc:        HSSD (Reader, HSA; Chron File, HSSD; NArtimovich, HSSD)
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