U.S. Deportment 

of Transportation 

1200 New Jersey Ave., SE 

Washing ton, D.C. 20590 

Federal Highway

Administration May 6, 20 16 

In Reply Refer To: 

HSST/WZ-340 

Mr. Felipe Almanza 

TrafFix Devices Inc. 

160 A venida La Pata 

San Clemente, CA 92672 

Dear Mr. Almanza : 

This letter is in response to your February 26, 20 15 request for the Federa l Highway 

Administration (Fl l\VA) to review a roadside sarety device, hardware, or system for eligibility 

for reimbursement under the Federal-aid highway program. This r11wA letter ofeligibility is 

assigned FHWA control number \VZ-3-W and is valid until a subsequent letter is issued by 

Fl IWA that expressly rcforcnccs this device. 

Decision 

The following devices are eligible, with details provided in the form which is attached as an 

integra l part of this letter: 

• ADA Urbanite Longitudina l Channelizing Device 

Scope of this Lett er 

To be found eligible for Federal-aid fund ing, new roadside safety devices should meet the crash 

test and evaluation criteria contained in the Ameri can Association of State I lighway and 

Transportation Officials· Manual for Assessing Sa rcty Hardware (MASH). However, the 

FHWA, the Department of Transportation and the United States Government do not regulate the 

manufacture of roadside safety devices. Eligibi lity for reimbursement under the Federal-aid 

highway program does not establish approval, certification or endorsement of the device for any 

parti cular purpose or use. 

This letter is not a determination by the FHWA. the Department of Transportation, or the United 

States Government that a vehicle crash involving the device wi ll result in any particular outcome, 

no r is it a guarantee of the in-service performance of this device. Proper manufacturing. 

install ation, and maintenance are required in order for this device to function as tested. 

This find ing of eligibil ity is li mited to the crashworthiness of the system and docs not cover other 

structural features. nor conformity \\·ith the Manual on Uniform Traflic Control Devices. 
2 

Eligibility for Reimbursement 

Based solely on a review of crash test results and certifications submitted by the manufacturer, 

and the crash test laboratory, FHWA agrees that the device described herein meets the crash test 

and evaluation criteria ofthe American Association of State Highway and Transportation 

Officials' Manual for Assessing Safety Hardware (MASH). Therefore, the device is eligible for 

reimbursement under the Federal-aid highway program if installed under the range of tested 

conditions. 

Name of system: ADA Urbanite Longitudinal Channelizing Device 


Type of system: Work Zone 


Test Level: MASH Test Level 3 (TL3) 


Testing conducted by: KARCO 


Task Force 13 Designator: n/a 


Date ofrequest: February 26, 2015 


Date initially acknowledged: March 26, 2015 


Date of completed package: March 26, 2015 


FHWA concurs with the recommendation ofthe accredited crash testing laboratory as stated 

within the attached form. 

Full Description of the Eligible Device 

The device and supporting documentation, including reports ofthe crash tests or other testing 

done, videos of any crash testing, and/or drawings of the device, are described in the attached 

form. 

Notice 

Ifa manufacturer makes any modification to any oftheir roadside safety hardware that has an 

existing eligibility letter from FHW A, the manufacturer must notify FHW A of such modification 

with a request for continued eligibility for reimbursement. The notice of all modifications to a 

device must be accompanied by: 

o 	 Significant modifications - For these modifications, crash test results must be 

submitted with accompanying documentation and videos. 

o 	 Non-signification modifications - For these modifications, a statement from the 

crash test laboratory on the potential effect of the modification on the ability of 

the device to meet the relevant crash test criteria. 

FHW A's determination of continued eligibility for the modified hardware will be based on 

whether the modified hardware will continue to meet the relevant crash test criteria. 
3 

You are expected to supply potential users with sufficient information on design, install ation and 

maintenance requirements to ensure proper performance. 

You are expected to certify to potential users that the hardware furnished has the same chemistry, 

mechanical properties, and geometry as that submitted for review, and that it will meet the test 

and evaluation criteria of the MASH. 

Issuance of this letter does not convey property rights of any sort or any exclusive privilege. 

This letter is based on the premise that information and reports submitted by you are accurate 

and correct. We reserve the right to modify or revoke this letter if: (I) there arc any inaccuracies 

in the information submitted in support of your requesc for this letter, (2) the qualification resting 

was flawed , (3) in-service performance or other information reveals safety problems, (4) the 

system is significantly different from the version that was crash tested, or (5) any other 

information indicates that the letter was issued in error or otherwise does not reflect full and 

complete in formation about the crash worthiness of the system. 

Standard Provisions 

• 	 To prevent misunderstanding by others, this letter of eligibility designated as FHWA 

control number WZ-340 shall not be reproduced except in full. This letter and the test 

documentation upon which it is based are public information. All such tellers and 

documentation may be reviewed upon request. 

• 	 This 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. 

• 	 If the subject device is a patented product it may be considered to be proprietary. If 

propriecary systems are specified by a highway agency for use on Federal-aid projects: 

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

items; (b) the highway agency must certify that they arc 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 . 

Sinccrelx yours, 

,1ti/~ ,,$ ~fskl Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
Version 9.1 {11/15) 

Page 1 of 3 

Request for Federal Aid Reimbursement Eligibility 

ofHighway Safety Hardware 

Date of Request: February 26, 2015 I (e' New (" Resubmission

Name: Felipe Almanza 

... 

QI 

t:·e 

Company: Traffix Devices Inc. 

Address: 160 Avenida la Pata San Clemente CA 92672 ~ 

::J 

11'1 Country: United States 

To: Michael S. Griffith, Director 

FHWA, Office of Safety Technologies 

I request the following devices be considered eligible for reimbursement under the Federal-aid 

highway program. 

I1-1-q 

System Type Submission Type Device Name I Variant Testing Criterion Test 

level 

'WZ': Crash Worthy Work 

Zone Traffic Control Devices 

(i' Physical Crash Testing 

("Engineering Analysis 

ADNUrbanite 

Longitudinal 

Channelizing Device 

AASHTOMASH Tl3 

By submitting this request for review and evaluation by the Federal Highway Administration, I certify 

that the product(s) was (were) tested in conformity with the AASHTO Manual for Assessing Safety 

Hardware and that the evaluation results meet the appropriate evaluation criteria in the MASH. 

Identification of the individual or organization responsible for the product: 

Contact Name: Felipe Almanza Same as Submitter 1:81 

Company Name: Traffix Devices Inc. Same as Submitter 1:81 

Address: 160 Avenida La Pata San Clemente CA 92672 Same as Submitter 1:81 

Country: United States Same as Submitter 1:81 

Enter below all disclosures of financial interests as required by the FHWA 'Federal-Aid Reimbursement 

Eligibility Process for Safety Hardware Devices' document. 

TrafFix Devices Inc. Corporate Office, 160 Avenida la Pata San Clemente, CA 92672 and Karco Engineering LlC, 

9270 Holly Road Adelanto, CA 92301 share no ($0.00) financial interests between the two organizations. 

This includes no ($0.00) shared financial interest but not limited to: 

i. Compensation, including wages, salaries, commissions, professional fees, or fees for business referrals (dollar 

values are not needed); 

ii. Consulting relationships 

iii. Research funding or other forms of research support; 

iv. Patents, copyrights, and other intellectual property interests; 

v. Licenses or contractual relationships; or 

vi. Business ownership and investment interests. 
Version 9.1 (11/15) 

Page 2 of 3 

PRODUCT DESCRIPTION 

(;New Hardware or 

• Significant Modification 

Modification to 

r Existing Hardware I 

The TrafFix Devices ADNUrbanite Wall is a temporary work zone device designed to be an ADA compliant 

safety device used to channelize and direct pedestrians through a safe pathway. 

Individual wall sections are interconnected to each other to form a continuous unobstructed vertical wall. The 

connected wall sections are designated with a pedestrian and non-pedestrian side. 

The ADNUrbanite Wall is an ADA compliant device, that has a pedestrian side with no tripping hazards or gaps 

between the wall segments. The top surface provides a continuous smooth physical hand contact rail used for 

guidance through a pathway. The bottom surface provides a detectable tapping surface used to tap a long 

cane by persons with low vision to provide additional guidance in combination with the top hand guide 

surface. The bottom surface has minimal gaps to prevent canes from snagging but still allows for water to flow 

freely in the event ofa rainy condition. On the non-pedestrian side there are two legs protruding outward, 

used to support the wall segments. Ballast can be placed on the top of each leg to secure the walls if needed. 

The Urbanite version of the ADA Wall is a crowd control product which may or may not be ADA compliant. 

In between the top and bottom surfaces, is the open middle section designed with ten individual segmented 

openings to allow service animals to see through the device and to minimize wind loading on the side surfaces. 

Each ADA/Urbanite Wall is constructed of polyethylene plastic and weighs approximately 23.0 lbs 

(10.4 kg). The ADA Wall measures 38.0 in. (965 mm) tall, 72.0 in. (1.8 m) long, and 3.0 in. (76 

mm) wide. Each ADA Wall has a "traffic" side and a "pedestrian• side as shown in the 

accompanying drawing. Each unit has two (2) hinged legs constructed from steel tubing located 

on the "traffic" side. The legs provide stability and support and can be ballasted. The units 

interlock by way of two (2) 1.25 in. (32 mm) diameter plastic pins at one end that insert Into two 

(2) mating barrels on the opposite end which allow the units to hinge at each connection. Each 

ADNUrbanite Wall has provisions for attaching a barricade light at each end. 

The as-tested ADA Longitudinal Channelizing Device consisted of an array of thirty-four 

(34) ADA Walls which measured 195.8 ft. (59.7 m) in length. A 45.0 lb (22.4 kg) sandbag was 

placed on each leg of each ADA Wall for stabilization purposes. The as-tested ADA Longitudinal Channelizing 

Device had barricade lights installed on the impact side oftwelve (12) units located in the impact zone. There 

was one (1) barricade light installed on the impacted unit. Two (2) units upstream and nine (9) units 

downstream from the impacted unit also had barricade lights installed on them. 

CRASH TESTING 

A brief description of each crash test and its result: 

Required Test 

Number 

Narrative 

Description Evaluation Results 

3-90 (11 OOC) 

The test article was positioned at an angle of 1o.o deg to the 

direction of travel ofthe test vehicle, with the vehicle 

impacting the center of unit eight (8). The test was conducted 

using a commercial available 2009 Kia Rio 4-door sedan with a 

test inertial mass of 2,383.2 lbs (1,081.1 kg). The test vehicle 

impacted the longitudinal channelizer at a velocity of 60.54 

mph (97.43 km/h). 

PASS 
°"?~, "'roedbfftf9' ,_,,,u 

Submitter Signature": Felipe Almanza ~.:.:'.z:: tl'!"lll-f.ilfll'.IN~tt•f' ~K(On\C··'·......._V\ .. btw:.:H• l.l Olt11)f Ol'OO' 

Submit Form 

Version 9.1 (11/15) 

Page 3 of 3 

Required Test 

Number 

Narrative 

Description Evaluation Results 

The test article was positioned at an angle of 10.0 deg to the 

direction of travel ofthe test vehicle, with the vehicle 

impacting the center of unit eight {8}. The test was conducted 

3-91 {2270P} using a commercial available 2008 Dodge Ram 4-door truck PASS 

with a test inertial mass of4,971.2 lbs (2,254.5 kg} The test 

vehicle impacted the longitudinal channelizer at a velocity of 

61.45 mph {98.89 km/h). 

Full Scale Crash Testing was done in compliance with MASH by the following accredited crash test 

laboratory (cite the laboratory's accreditation status as noted in the crash test reports.): 

Laboratory Name: 

O.gially signtd by S~ewn M~~s.uw"-' 

ON <n • Stevro M.a t\UY ._.t. o --KARCO (n9inH1lt11J,. llC., 0'4 Laboratory Signature: Steven Matsusaka irm.aA.-s.tT'laUU\.l\..>$5'.tr<o com. c=-US 

O.tr 201602 1611;.JS:S4 -«<x1 

Address: 9270 Holly Rd, Adelanto, CA 92301 Same as Submitter D 

Country: United States ofAmerica Same as Submitter D 

Accreditation Certificate 

Number and Dates of current TL-371, December 18, 2015 

Accreditation period : 

AITACHMENTS 

Attach to this form: 


I) Additional disclosures of related financial interest as indicated above. 


2) A copy of the full test report, video, and a Test Data Summary Sheet for each test conducted in 


support of this request. 

3) A drawing or drawings of the device(s) that conform to the Task Force-13 Drawing Specifications 

(Hardware Guide Drawing Standards]. For proprietary products, a single isometric line drawing is 

usual ly acceptable to illustrate the product, with detailed specifications, intended use, and contact 

infonnation provided on the reverse. Additional drawings (not in TF-13 format) showing details that 

are relevant to understanding the dimensions and perfonnance ofthe device should also be submitted 

to facilitate our review. 

FHWA Official Business Only: 

Eligibi lity Letter AASHTO TF 13 

Number Date Designator Key Words 
TrafFix Devices, Inc. 

160 Avenida La Pata 

San Clemente, CA 92673 

Attention: Mr. Felipe Almanza 

Date: April 20, 2016 

Mr. Felipe Almanza, 

On July 2, 2015, one Test Level 3, Test 90 was conducted on the TrafFix Devices, Inc. ADA 

Longitudinal Channelizing Device per the Manual for Assessing Safety Hardware (MASH) test 

procedure. The test vehicle used for this test was a 2009 Kia Rio 4-door sedan. The test vehicle 

had a hood height of 31.1 in. (790 mm). The specified hood height dimension measurement as 

outlined in the MASH test procedure is 24.0 in. ± 4 in. (600 mm± 100 mm). In recent years, the 

Kia Rio test vehicle's hood height has been increasing with its model year. An lnterlaboratory 

Comparison performed at Task Force 13 has confirmed this observation. 

Despite the hood height dimension falling out of the MASH tolerance, KARCO determined that 

the dimension would not have a significant effect on the performance of the system for this test. 

For test 3-90, the ADA Longitudinal Channelizing Device engaged the entire front end of the 

vehicle from the ground all the way to the base of the windshield. Because the test vehicle 

impacted the test article across its entire height, the location of the hood height had a negligible 

effect on the impact. 

Sincerely yours, 

Steven D. Matsusaka 

Engineering Department Supervisor 

KARCO Engineering, LLC. 
SECTION 4 

MASI! TEST 3-90 SUMMARY 

Test Artlde: TQff1x Devices APA LO!l<l ll!d.n~I Ch;lnnebzuig Deyice Proiect No. P33!3g.1)! 

Test PrO!)r.im: MASH 3·90 Test O~te: 10/08113 

SEQUENTIAL PllOTOGRAPHS 

B~8BEBG 0 IDh 0 101h 0 :llllh 0 llXh 0 ..00 • 0 4!0 • 

PLAN VIEW 

-· 1'• • • Cl• ta• "• •• •• .,. .., ,. ...,• ..ft• ... .. 

~ 

9 TR.P33!39-0l·A 
SECTION 4 

MASH TEST J-90 SUMMARY ... (CONTINUED) 

Test Artide: Traff!x Oevjces APA Lonoitudlnal Channe!lzJno Device Project No. ?33139-01 

Test Pro0ram: MASH no Test Date: 10/08/13 

SUMMARY TABLE 

GENERAL 11/FORAIATION IMPACT CONDITIONS 

TEST AGENCY KARCO~.LI.,C~ IMPACTVELOCITY C0<54 mpl\(07,43km.'h) 

TESTNU>.!8£R P331~1 1A!PACT ANGLE(') 107 

TEST DESIGNATION 3-GO ILIPACT LOCATION - C<t\te<o1Un<L8 

TEST DAT E 1Q/8113 VEHICLE SNAGGING Ncn4 

TEST ARTICLE VEHICLE POCKETIPIG u .... TEST ARTIClE NMtE/ r.rul.kl. AOA ~Ctlannobng .._..,. VEHICLE ST ABILITY s-rx:cry --­ TESTART ICLE TYPE LonQOlditul c~- POST IMPACT TRAJECTORY Acupubl• 

INSTALLATION LENGTH 105.8 ~~ell 1 ml OGCUi'ANI Kl:>K VAl.UtS 

ROAD SURFACE CO')qtiOI Sol - OCCUPANT IMPACT ~nJI 7.2 iv, (L-2 mis) ·­ ARTICLE HEIGHT 37. ~ in. (g\12 mml - VELOCITY Ll:erol G.O f1Js 12.1 mlsl 

ARTICLE W EJGHT 23.0 lbs ( 10 4 IQ) RIOEOOWN ~~ z.~ 0 - INSTALLATION ~IGLE (') ACCELERATION JO;O Ll,..,. - ·2-1 g - TESTVEHICLE MAXlMVM ROLL ANGLE(•) 2H 

VEHICLE TYPE I DESI GllATION 1100C 1.IAXl.l.IUM PITCH AtlGLE(') .eo 

YEAR. Mlo.l(E ANO L'.OOEL :lOOOKbRm l.IAXIJ.'IJJ.1 YAW AllGLE(') :z.o CURB MASS 1lbs (1000.0 'g) · ~ v~'"- '"'nn'.,..C..U: 

TEST INEATIAL MASS 2383-21bs (1081,0 kg) - VEHICLE DAMAGE SCAl.E 12-FR·1 -­ GROSS ST ATIC LIASS - ~52!bo( l l54HQ) COLLISION cw.v.GE CUSSFJ:ATICll 121-'REW I 

150 tn "' C4 :o t.,.""11 d !he vehdo cont•ttn• on CAASH SEVERITY 1292.0 kip-I\. (J~ g kJ) l.IAXIMUl.I DeFOIWATION llw! lront bumbe< 

'The me1>oure<I detorm11bon' were a rc'u!t ofo po"·tect ~co dOl'f Impact to bnng the vehicle to a ~top. The actual test Impact ~d nunimal damage. 

10 TR-P33 139-01·A 
SECTION 4 

MASH TEST3S1 SUMMARY 

Test Mcie: Tra!F1x Dey1ces ADA Lona11ug1na1 Cllilonellzino Device Project No. P33J40-0 ! 

Tesl Program: MASH 3-91 Tesl Dale: 10/08113 

SEQUENTIAL PHOTOGRAPHS 

0 000 I 04001 0-!00 . 

'"' ., .. . u ... · " .. . ,... 

0.1001 0200 1 0-3001 

PLAN VIEW 

:s- .. t l .. " • 

.,..,..., . v ..... ........ 
 ,..._l1M 

.

............ 
 ..._

...... 


9 TR-P33140-01-A 
SECTION 4 

MASH TEST J-91 SUMMARY •.• (CONTINUED) 

Test Article: Tra!Flx Devices ADA Lonalludinal Channe!lzina Device Project No. P33 140-01 

Test Program: MASH 3-91 Test Date: 10/08/13 

SUMMARY TABLE 

GENERAL INFORMATION IMPACT COtlDITIONS 

TEST AGE:tK:Y KARCO ~._.-,g, \.Le. - L\IPACT VELOCITY 61 45 m;:h (Ga 80 lim.'1) 

TEST NUMBER P33 140-()1 L\IPACT ANGLE(') 103 

TEST DESIGNATION 3-Q1 L\IPACT LOCATION Cen:«dUnlt8 

TEST CATE tOta/13 - V-:HICLE SNAGGmG None - TEST ARTICLE VEHICLE POCKETING None ·­

TEST ARTICLE tlAh!E I MODEL ADA~~O..- VEHICLE STABILITY 5..lliSf.>aay 

TESTARTICLE TYPE ~c~ POST IMPACT TRAJECTORY Ac<:epl.>ble 

InSTALLATION L.ENG TH I g!l,8 ft (59.7111) OCCUPANT RISK VALU ES 

ROAD SURFACE Ccnq-/Sol OCCUPANT IMPACT Lo-igiluc!n>I 0 8 f'ls (3 0 rrJs) -

ARTICLE HEIGHT 37.8 on (Ile:! rr.m) VELOCITY L..nr.U -­ -"3.l flfs 1-1 ,0mls) 

ARTICLE W EIGHT 23.0 lbs t 10.4 i.;1 RIOEOOWN ~ · 1.7g 

INSTALLATlON ANGLE (' ) t0,0 ACCELERATION l..UDI ~ 

Uo - -­ -­ TEST VEHICLE L'AXIMUM ROLL ANGLE(') -4. 1 

VEH!CLE TYPE I OESIGNATION 2270P L'AX!l.lUM PITCH ANGLE(' ) -1-2 

YEAR. MAKEANO MODEL ~aQodoe R,om_ llAXIMUM YAW ANGLE (') -Z.5 

CURB MASS 4860.0 lbs (:!204 5 Ila) VEHICLE DAMAGE 

TEST L'lERTIAL MASS 4070.Vlil (2254.5 kg) VEHICLE OMIAGE SCALE 12-fR· I 

GROSS STATIC MASS 4070.2 lbs (2254.5 kg)_ COWSlON DAMAGE CLASSFCATlON 12i'ilEW I 

CRASH SEVERITY (lJ) 62!5.Jl ~rt. (!!!'06 l:J) L'AXIMUM O~ORMATION 0.3 ;,,, "'Cl IOll>t lolld tht """C. C<"n"'1'nt en 

Ch9: rn:nt tx.rnblfr 

10 TR-P33 t 40-01·A 
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URBANITE WALL TYPICAL INSTALLATION 

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WARNING LIGHTS CAN BE 

MOUNTED (IF NEEDED} 

c 'C 

SAND BAGS CAN 


BE I/SEO FOR ADDED 
 BAUASTOFNEEDED)~'--~~~~~__........_ 

Urbanite Wall Array 

C-­ S~E OWG. Nb. REV 0-Alll"lilll'­ B 500-176 A 

NOTES: UNLESS OTHERWISE SPECIFIED :"°"'Q'' SHfEl •OF 1 

~1m•~ 
See DWG 500· 118 

ForAssembly 

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L19.20 URBANITE WALL c c ADA WALL 

See DWG 5C0·17P 

For Assembly 

ADA URBANITE , A 

Foot Comparison 

SuE oWG. NO. -

.. REV C.•••11'­ 11•11• ~=-CIHUI'- -- _ti""'... •• 

B 500-177 A 

-!!"°rtn•; ... 1HUl I CF I L'&1Tt 
PEDESTRIAN SIDE 

NON PEDESTRIAN SIDE 

ADA WALL ARRAY 

TrafFix 

Devices Inc. SllEETNO. DATE: 

I OF 2 2/16/15 
WARNING LIGHT 

URBANITE 

WALL 

SANDBAG 


URBANITE WALL ARRAY 


TrafFix 

I OF 2 2/24/ 15 

Devices Inc. SHEET NO. DATE: 
INTENDED USE 


The Traffix Devices ADA Wall is a temporary work zone device designed to be an ADA compliant safety 

device used to channelize, g11ide, and direct pedestrians through n safe pathway. Individual wall sections arc 

interconnected to each other to fom1 a continuous unobstnieted vertical wall. The connected wall sections 

arc designated with a pedestrian and non-pedesttian side. On the pedestrian side there arc no tripping 

hazards or gaps between the wall segments. 

The top surface provides a con tinuous smooth physical hnud contact rail used for gui dance through a 

pathway. The bottom surface provides a detectable tapping surface used to tap a long cane by persons with 

low vision to provide additional guidance in combinntion wi th the top hand guide surface. The bottom 

surface has minimal gaps to prevent canes from snagging but still allows water to flow freely in the event of 

a rainy condition. 

On the non-pedcsuian side there are two legs protniding outward, used to support the wall segments. 

Ballast can be pl aced on the top of each leg to add stability to the walls i r needed. In between the top and 

bottom surfaces, is the open middle section designed with ten individual segmented openings to allow 

sc1v icc animals to see through the device and to minimjzc wind loading on the side surfaces. 

Tl1e ADA \.Vall is made from polyethylene mnterial and manufactured using a blow molding process. The 

blow molded polyethylene produces a durable component with high impuct resistance nnd ideal for use in 

extreme freezing conditions and extreme high temperature use. 

Ench ADA Wall is constrncted ofpolyethylene plastic and weighs approximately 23.0 lbs ( I 0.4 kg). The 

ADA Wall measures 38.0 in. (965 mm) tall, 72.0 in. ( 1.8 m) long, and 3.0 in. (76111111) wide. Each ADA 

\Vall has a "traffic" side and a "pedestrian" side as shown in the accompanying drawing. Each unit has two 

(2) hinged legs constmcted from steel rubing located on the " traffic" side. The legs provide stability and 

suppott and can be ballasted. The units interlock by way of two (2) 1.25 in . (32 mm) diameter plastic pins nt 

one end that insert into two (2) mating ban·els on the opposite end which allow the units to hinge at each 

connection. Each ADA Wall nlso has provisions for attaching a banicadc light at each end. 

The ADA is designed to provide pedestrian guidance v ..itl1 as few as one wall section, or an unlimited 

number of sectious. 

CONT ACT INFORMATION 

TraJFix Devices, Inc. 

Corporate Headquarters 


160 A venida La Pata 


San Clemente, CA 92673 


www.traffixdevices.com 


Phone: + I (949)-36 1-5663 


Fax: + I (949)-361-9205 


Email: info@trafftxdevices.com 


ADA WALL ARRAY 


TrafFix 

SHEET NO. DATE: Devices Inc. 

2 OF2 2116115