October 12, 2004 

Refer to: HSA-10/WZ-77 

Mr. Peter Speer 

Bunzl Extrusion Tacoma Incorporated 

3110 70th Avenue East 

Tacoma, Washington 98424 

Dear Mr. Speer: 

This is in response to your letter of February 27, 2001, requesting modification to the Federal 

Highway Administration (FHWA) acceptance of your company’s T3B Plastic Type III Barricades 

as crashworthy traffic control devices for use in work zones on the National Highway System 

(NHS). We initially accepted this barricade in our letter to you dated June 29, 2000, and 

numbered WZ-39. That letter also accepted modifications that used perforated square steel tubes 

(PSST) as the vertical and horizontal elements of the barricade frame. We subsequently accepted 

this barricade with lightweight warning lights and modified supporting legs (acceptance letter 

WZ-63 dated December 6, 2000). You have now requested that we find this barricade 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” with the following modifications to the upright supports: 

2 each 50 x 50 mm x 5 mm thick A-36 steel L-channel uprights when used in conjunction 

with either of the accepted PSST or angle iron support legs. 

2 each 38 x 38 mm x 3.5 mm thick hot-rolled high carbon steel L-channel or angle 

uprights when used in conjunction with either of the accepted PSST or angle iron support 

legs. 

Introduction 

The T3B Barricade is a plastic, lightweight, portable Type III barricade. The T3B 25.4mm x 

210mm hollow plastic barricade panels are made from a specially formulated polyolefin plastic, 

and the vertical uprights are 44.5-mm square thermoplastic tubing extrusions. The support legs 

are 14 ga, 50.8-mm square perforated galvanized mild steel tubing. One 150-mm tall PSST stub 

is welded to each support leg, and the vertical uprights are inserted into them. Testing of your 

2438-mm (8 foot) wide version of this barricade was discussed in our letter WZ-39. The 

fasteners used were 7.94 mm (5/16") bolts with Nylock nuts and steel washers to attach panels to 

the uprights. As an alternative, PSST upright frame elements have been found acceptable. 
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Component Composition Dimensions Weight 

Barricade foot 14 ga PSST or Qwikpunch 2 x 2 x 60 inch w/ PSST Stub 12 lb 

Upright, first option 6 gage A36 L channels 2 x 2 inch 12.2 lb 

Upright, second option 10 gage hot rolled high 

carbon L channels 

1.5 x 1.5 inch 7.6 lb 

T3B 8-inch panels Thermoplastic 3⁄4 x 8 1⁄4 x 96 inch 5.25 lb 

Hardware Steel Various 2.0 lb 

Analysis

Successful crash tests of steel-framed Type III barricades have typically used Telespar-type 

perforated square steel tubes or hot-rolled high-carbon steel L-channels (“angle iron”). You 

requested angle iron uprights of A-36 steel or hot-rolled high-carbon steel. The successful test of 

the “generic” type III barricade (covered in acceptance letters WZ-6 and WZ-54) used highcarbon steel. Our acceptance letter WZ-40, dated June 6, 2000, reported on the Illinois 

L-Channel Type III Barricade which used angle iron of A-36 steel. As a result of this successful 

test of a generic state design, we find your use of A-36 angle iron uprights acceptable. 

Findings 

A type III Barricade fabricated from Davidson Plastic/Bunzl Extrusion hollow horizontal rails 

(maximum 1220 mm (4 feet)) and: 

2 each 50 x 50 mm x 5 mm thick A-36 steel L-channel when used in conjunction with 

either of the accepted PSST or angle iron support legs, or 

2 each 38 x 38 mm x 3.5 mm thick hot-rolled high carbon steel L-channel or angle when 

used in conjunction with either of the accepted PSST or angle iron support legs, 

will be acceptable for use as Test Level 3 devices on the NHS under the range of conditions 

tested, when proposed by a State. 

General:

The conditions stated in our previous letter on the T3B barricade (WZ-39) remain in effect. 

Barricades fabricated from plastic upright elements may be too flexible when used with a sign 

panel and not be used unless crash tested. 

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

• Our acceptance is limited to the crashworthiness characteristics of the devices 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 device will require 

a new acceptance letter. 

• Should the FHWA discover that the qualification testing was flawed, that in-service 
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performance reveals unacceptable safety problems, or that the device being marketed is 

significantly different from the version that was crash tested, it reserves the right to 

modify or revoke its 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 they will meet the crashworthiness requirements of the FHWA and 

the NCHRP Report 350. 

• To prevent misunderstanding by others, this letter of acceptance, designated as number 

WZ- 77, shall not be reproduced except in full. 

• TheT3BTM Type III Barricade is a proprietary device. The use of proprietary work zone 

traffic control devices in Federal-aid projects is generally of a temporary nature. They 

are selected by the contractor for use as needed and removed upon completion of the 

project. Under such conditions they can be presumed to meet requirement "a" given 

below for the use of proprietary products on Federal-aid projects. On the other hand, if 

proprietary devices are specified by a highway agency for use on Federal-aid projects 

they: (a) must be supplied through competitive bidding with equally suitable unpatented 

items; (b) the highway agency must certify that they are essential for synchronization 

with 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. These provisions do not apply to exempt 

non-NHS projects. Our regulations concerning proprietary products are contained in 

Title 23, Code of Federal Regulations, Section 635.411, a copy of which is enclosed. 

• This acceptance letter shall not be construed as authorization or consent by the FHWA to 

use, manufacture, or sell any patented device for which the applicant is not the patent 

holder. The acceptance letter is limited to the crashworthiness characteristics of the 

candidate device, 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, 

 

 /Original Signed by/ 

 

John R. Baxter, P.E. 

Director, Office of Safety Design 

 Office of Safety 

Enclosures 

FHWA:HSA-10:NArtimovich:tb:x61331:10/7/04 

File: h://directory folder/nartimovich/WZ77-BunzFIN1 

cc: HSA-10 (Reader, HSA-1; Chron File, HSA-10; 
4

 N. Artimovich, HSA-10)