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U.S. Department of Transportation

Federal Highway Administration

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

March 24, 2006

Refer to: HSA-10/WZ-224

Mr. Jan Miller
Mr. Felipe Almanza
Traffix Devices
200 Calle Pintoresco
San Clemente, California 92672

Dear Messrs. Miller and Almanza:

Thank you for your letter of November 11, 2005, requesting the Federal Highway Administration's (FHWA) acceptance of your company's linked Water Wall units as a crashworthy test level 2 (TL-2) Longitudinal Channelizing Barricade (LCB) and individual units as crashworthy TL-3 barricades for use in work zones on the National Highway System (NHS). Accompanying your letter were reports of crash testing conducted by Karco Engineering and video of the tests. You requested that we find these devices 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."

Introduction
The FHWA guidance on crash testing of work zone traffic control devices is contained in two memoranda. The first, dated July 25, 1997, titled "INFORMATION: Identifying Acceptable Highway Safety Features," established four categories of work zone devices: Category I devices are those lightweight devices which are to be self-certified by the vendor, Category II devices are other lightweight devices which need individual crash testing but with reduced instrumentation, Category III devices are barriers and other fixed or heavy devices also needing crash testing with normal instrumentation, and Category IV devices are trailer mounted lighted signs, arrow panels, etc. for which crash testing requirements have not yet been established. The second guidance memorandum was issued on August 28, 1998, and is titled "INFORMATION: Crash Tested Work Zone Traffic Control Devices." This later memorandum lists devices that are acceptable under Categories I, II, and III. Our new acceptance process was outlined in our memorandum "FHWA Hardware Acceptance Procedures – Category 2 Work Zone Devices" dated November 11, 2005.

A brief description of the devices follows:

Each Water Wall unit is 1803 mm long x 812 mm wide x 812 mm tall (71" x 18" x 32") and is rotational molded of linear medium density polyethylene plastic. The walls are nominally
6.3- mm (0.25- inch) thick, and are concave on each side, the top being as wide as the bottom.
Each end of the Water Wall units has four lugs (for connecting to adjacent units when deployed as a LCB). The lugs have a radius of 152.4 mm (6.0 inches) and are 63.5- mm
(2.0- inches) thick. Each unit weighs 80 pounds empty.

Testing
The TrafFix Devices Water Walls were tested in two distinct configurations. First, the individual units were tested, empty, as stand-alone barricades. Next, multiple units were linked together to form a LCB and water was added for ballast before the test impact with the 820C small car.

Stand Alone Barricade Testing
Full-scale automobile testing was conducted on TrafFix Water Wall Barricades. Two
stand-alone examples of the device were tested in tandem, one head-on and the next placed six meters downstream turned at 90 degrees, as called for in our guidance memoranda.

The tests are summarized in the table below.

NCHRP Report 350 Test 3-71

Test Number

TR-P24165-02-NC

Orientation of unit

Head-on

Perpendicular

Weight of Tested Unit

36.3 kg (80 pounds)

Flags Lights

None

None

Mass of Test Vehicle

(Gross static weight) 833 kg (1837 pounds)

Impact Speed*

101.01 km/hr (62.8 mph)

Exit Speed*

94.31 km/hr (58.6 mph)

Velocity Change*

1.86 meters per second

Extent of contact

Struck by front bumper

Struck by unit 1

Windshield Damage

None - No contact

None – No contact

*The speed of the test vehicle was not recorded after impact with the first unit. The speed change after contacting both units was well within the 5.0 m/s maximum permitted for impacts with single portable work zone traffic control devices.

Longitudinal Channelizing Barricade Testing
The FHWA's guidance for crash testing of LCBs is that a length-of-need test be run using an 820C vehicle at 20 degrees. This is either Test 2-10 at 70 kmh for TL-2, or Test 3-10 at100 kmh for TL-3. Vehicle penetration of the LCB is acceptable, but the other evaluation criteria appropriate for a longitudinal barrier, including vehicle trajectory and occupant risk factors, must be met. The Water Wall was already tested at TL-1 as a redirective battier, and was the subject of our letter B-130 (dated November 30, 2004.) You selected TL-2 for testing the Water Wall as a LCB.

A total of 26 Water Wall units were used for this LCB test for an approximate total length of 47 meters (154 feet). A 38.1- mm (1.5-inch) diameter steel pin was inserted through the
38.1-mm (1.5-inch) diameter circular holes in the overlapping lugs between units to link them to each other. The LCB was positioned at an angle of 20 degrees with respect to the trajectory of the test vehicle. For this test the units were filled to their maximum capacity of approximately 127 gallons of water, making each weigh approximately 500 kg (1,100 pounds). Full-scale automobile testing was conducted on TrafFix Water Wall Barricades.

The tests are summarized in the table below.

NCHRP Report 350 Test 2-10

Test Number

TR-P25124-01-NC

Length of Tested LCB

47 m (154 feet)

Weight of Tested Units

26 at 500 kg (1100 pounds) each

Flags? Lights?

None

Mass of Test Vehicle

827 kg (1823 pounds)

Impact Speed

71.4 km/hr (44.3 mph)

Impact Angle

20 degrees

Occup. Impact Velocity

6.4 m/s (21 fps) X-direction, 0 Y-direction

Vehicle Trajectory

Vehicle did not penetrate the line of LCBs. Final position was with right front wheel resting atop the LCB

Maximum roll angle

Approximately 40 degrees (data channel failed)

Extent of contact

Vehicle remained in contact with the LCB after initial impact.

Windshield Damage

No contact

Max LCB Deflection

1.36 m (5.36 ft) Lateral deflection

LCB Damage

Units 13 through 17 damaged
Pin connecting units 13 and 14 bent but remained connected

Occupant compartment
Deformation

None

Findings: Stand Alone Barricades:
Vehicle damage was minor, and the trajectory of the empty units was ahead of the test vehicle showing no potential for impact with the windshield. The results of the testing met the FHWA requirements for Type I/Type II barricade units and, therefore, the empty Water Wall barricades described above and detailed in the enclosed drawings are acceptable as TL-3 devices for use on the NHS under the range of conditions tested, when proposed by a State.

Findings: Longitudinal Channelizing Barricade
Vehicle damage was minor and limited to exterior bumper and sheet metal crush. There was no occupant compartment deformation. The trajectory of the test vehicle showed moderate roll as the vehicle climbed the face of the LCB, coming to rest with the right front tire on top of the barricade and the rear tire off the ground. This is considered "moderate roll" and is acceptable under Report 350.

The results of the testing met the FHWA requirements for Type I/Type II barricade units and, therefore, the empty Water Wall barricades described above and detailed in the enclosed drawings are acceptable as TL-3 devices for use on the NHS under the range of conditions tested, when proposed by a State.

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

Sincerely yours,

/Original Signed by/
John R. Baxter, P.E.
Director, Office of Safety Design
Office of Safety

Enclosures


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