U.S. Department 

of Transportation 

Federal Highway 

Administration 

August 12, 2020 

1200 New Jersey Ave., SE 

Washington, D.C. 20590 

In Reply Refer To: 

HSST-1/WZ-418 

Mr. Craig Schulz 

Pexco, LLC 

3110 70th Ave. East, 

Tacoma, WA 98424 

USA 

Dear Mr. Schulz: 

This letter is in response to your May 14, 2020 request for the Federal Highway Administration 

(FHWA) to review a roadside safety device, hardware, or system for eligibility for reimbursement 

under the Federal-aid highway program. This FHWA letter of eligibility is assigned FHWA 

control number WZ-418 and is valid until a subsequent letter is issued by FHWA that expressly 

references this device. 

Decision 

The following device is eligible within the length-of-need, with details provided in the form 

which is attached as an integral part of this letter: 

• TPAR Longitudinal Channelizer 

Scope of this Letter 

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

test and evaluation criteria contained in the American Association of State Highway and 

Transportation Officials’(AASHTO) Manual for Assessing Safety Hardware (MASH). 

However, the FHWA, the Department of Transportation, and the United States Government do 

not regulate the manufacture of roadside safety devices. Eligibility for reimbursement under the 

Federal-aid highway program does not establish approval, certification or endorsement of the 

device for any particular 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 will result in any particular 

outcome, nor is it a guarantee of the in-service performance of this device. Proper 

manufacturing, installation, and maintenance are required in order for this device to function as 

tested. 

This finding of eligibility is limited to the crashworthiness of the system and does not cover other 

structural features, nor conformity with the Manual on Uniform Traffic 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 of the AASHTO’s 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: TPAR Longitudinal Channelizer 

Type of system: Longitudinal Channelizer 

Test Level: MASH Test Level 3 (TL3) 

Testing conducted by: Texas A&M Transportation Institute (TTI) 

Date of request: May 14, 2020 

FHWA concurs with the recommendation of the accredited crash testing laboratory on the 

attached form. 

Full Description of the Eligible Device 

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

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

form. 

Notice 

This eligibility letter is issued for the subject device as tested. Modifications made to the device 

are not covered by this letter. Any modifications to this device should be submitted to the user 

(i.e., state DOT) as per their requirements. 

You are expected to supply potential users with sufficient information on design, installation 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 AASHTO’s 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: (1) there are any inaccuracies in 

the information submitted in support of your request for this letter, (2) the qualification testing 

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 information about the crashworthiness of the system. 
3 

Standard Provisions 

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

control number WZ-418 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 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. 

• This FHWA eligibility letter is not an expression ofany Agency view, position, or 

determination ofvalidity, scope, or ownership of any intellectual property rights to a 

specific device or design. Further, this letter does not impute any distribution or licensing 

rights to the requester. This FHWA eligibility letter determination is made based solely 

on the crash-testing information submitted by the requester. The FHWA reserves theright to review and revoke an earlier eligibility determination after receipt ofsubsequent 

information related to crash testing. 

Sincerely, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
Version 10.0 (05/16) 

Page 1 of 5 

Request for Federal Aid Reimbursement Eligibility 

of Highway Safety Hardware 

Submitter 

Date of Request: May 14, 2020 New 

Name: Craig Schulz 

Company: Pexco, LLC 

Address: 3110 70th Ave. East, Tacoma, WA 98424 

Country: USA 

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. 

Device & Testing Criterion - Enter from right to left starting with Test L

Test System Type Submission Type Device Name / Variant Testing Criterion Level 

' WZ' :CrashWorthyWorkZon AASHTO MASH TL3 ' '  PhysicalCrashTesting TPARLongitudinal

ZoneTrafficControl Devices  EngineeringAnalysis Channelizer

I ! - ! - !

 

 

 

 

 

 

 

 

 

 

 

 

I r.  Resubmission

I I I I 

evel ! - ! - ! 

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. 

Individual or Organization responsible for the product: 

Contact Name: Craig Schulz Same asSubmitter 

Company Name: Pexco, LLC Same asSubmitter 

Address: 3110 70th Ave. East, Tacoma, WA 98424 Same asSubmitter 

Country: USA Same asSubmitter 

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

Eligibility Process for Safety Hardware Devices' document. 

TexasA&MTransportation Institute (TTI)wascontracted byPexco,LLC-CorporateOffice, 6470EJohnsCrossing, 

Duluth,GA30097- with manufacturingsitesacross thecountry ("PEXCO")to perform full-scalecrash testing of 

theTPARLongitudinalChannelizer. Thereare no shared financial interests in theTPARLongitudinalChannelizer 

byTTI,or betweenPEXCOandTTI,other thancostsinvolved in theactual crash testsof theTPARLongitudinal 

Channelizer to established MASHprotocolsand reportsfor thissubmission to FHWA. 
 

I 

  New Hardware or

Significant Modification 

I 

Version 10.0 (05/16) 

Page 2 of 5 

PRODUCT DESCRIPTION 

Help 

Modification to (' Existing Hardware 

ThePexcoTemporaryPedestrian AccessRoute(TPAR)longitudinal channelizer wasdesigned and developed 

to usestandard barricadecomponents that arereadilyavailable for standardTypeIII barricades. Thedesign is 

compliant with ADAstandardsand the MUTCDfor a device to guide or channelize pedestrianssafely through a 

work zone. 

The test installation consisted of 198ft long (33assembled) barricades. Each barricademeasured 72 inches 

long,36 inches tall,and 14 incheswidex 14 incheswide, with one 30 pound sand bag placeson each foot. 

The TPAR is comprised of three major components: 

- The barricade boardsarePexco'sstandard1 inch x 8.2inch x 72 inch long (HDPE)High DensityPolyethylene 

panels- two are needed for eachassembly. Panelsarepre-drilled for easyassembly. 

- Theuprights for theassemblyare1.75inch x1.75inch hollowX-Tubesmadefrom (RPVC)RigidPolyvinyl 

Chloride, pre-drilled for easyassembly. 

Each Assembled Barricade system weighsaround 10 pounds when fully assembled, without the foot. 

- Thesteel foot isshared by two assembled barricades,it is14"squaremadefrom 1/4" platesteel, with two 

socketswelded to the foot to receive the uprights. Eachfoot weighsapproximately 15.2pounds. 

Steel hardware isused to secure the boards to the postsand a quick releasepin isused tosecure the postsin 

thesteel feet. 

CRASH TESTING 

Bysignature below, theEngineeraffiliated with the testing laboratory,agreesinsupport of thissubmission that 

all of the critical and relevant crash tests for this device listed above were conducted to meet the MASH test 

criteria. The Engineer has determined that no other crash testsare necessary to determine the device meets 

theMASH criteria. 

Engineer Name: Nathan D. Schulz 

Digitally signed by Nathan D.Schulz EngineerSignature: Nathan D.Schulz Date: 2020.05.12 14:55:42 -05'00' 

Address: TTI, TAMU 3135, College Station, TX 77843-3135 Same asSubmitter 

Country: 

A brief description of each crash test and its result: 

USA Same asSubmitter  Help
 

 

 

 

 

 

 

 

Version 10.0 (05/16) 

Page 3 of 5 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

3-90 (1100C) 

Test 3-90 involves an 1100C vehicle 

impacting the TPARlongitudinal 

channelizer at a target impact speed of 62 

mi/h and target impact angle between 0° 

and 25°. The selected critical impact angle 

was 10°. 

The results of the test conducted on 

November 8, 2019, are found in TTI Test 

Report No. 690900-PEX-17&18 dated 

February 2020. The test vehicle was 

traveling at an impact speed of 61.5 mi/h 

when it contacted the TPARlongitudinal 

channelizerat an impact angle of 10.4°.The 

TPARlongitudinal channelizer allowed the 

1100Cvehicle to penetrate the channelizer 

installation in a controlled manner. The 

vehicle came to rest 418 ft downstream of 

the impact and 70 ft toward the field sideof 

the channelizer. 

The debris from the channelizer did not 

penetrateorshow potential for penetrating 

the occupant compartment, or to present 

undue hazard to others in the area. No 

occupant compartment deformation or 

intrusionwas observed. 

The 1100C vehicle remained upright during 

and after the collision event. Maximum roll 

and pitch angles were 5° and 4°. 

Longitudinal OIVwas6.6ft/s,and lateralOIV 

was 0.0 ft/s. Maximum longitudinal 

occupant ridedown acceleration was 0.7 g, 

and maximum lateral occupant ridedown 

acceleration was0.8 g.Occupant risk factors 

were within the preferred limits in MASH. 

The Pexco TPARlongitudinal channelizer 

performed acceptably for MASH Test 3-90. 

PASS 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Version 10.0 (05/16) 

Page 4 of 5 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

3-91 (2270P) 

Test 3-91 involves an 2270P vehicle 

impacting the TPARlongitudinal 

channelizer at a target impact speed of 62 

mi/h and target impact angle between 0° 

and 25°. The selected critical impact angle 

was 10°. 

The results of the test conducted on 

November 8, 2019, are found in TTI Test 

Report No. 690900-PEX-17&18 dated 

February 2020. The test vehicle was 

traveling at an impact speed of 62.5 mi/h 

when it contacted the TPARlongitudinal 

channelizerat an impact angleof 9.9°.The 

TPARlongitudinal channelizer allowed the 

2270Pvehicle to penetrate the channelizer 

installation in a controlled manner. The 

vehicle came to rest 435 ft downstream of 

the impact and 69 ft toward the field sideof 

the channelizer. 

The debris from the channelizer did not 

penetrateorshow potential for penetrating 

the occupant compartment, or to present 

undue hazard to others in the area. No 

occupant compartment deformation or 

intrusionwas observed. 

The 2270P vehicle remained upright during 

and after the collision event. Maximum roll 

and pitch angles were 7° and 2°. 

Longitudinal OIVwas5.2ft/s,and lateralOIV 

was 4.6 ft/s. Maximum longitudinal 

occupant ridedown acceleration was 0.5 g, 

and maximum lateral occupant ridedown 

acceleration was1.8 g.Occupant risk factors 

were within the preferred limits in MASH. 

The Pexco TPARlongitudinal channelizer 

performed acceptably for MASH Test 3-91. 

PASS 

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.):
 

 

 

 

 

I ===I._~ 

Version 10.0 (05/16) 

Page 5 of 5 

Laboratory Name: Texas A&M Transportation Institute 

Laboratory Signature: Digitally signed by Darrell L. Kuhn 

'Date: 2020.05.13 18:47:52 -05'00 

Address: TTI, TAMU 3135, College Station, TX 77843-3135 Same asSubmitter 

Country: USA Same asSubmitter 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

ISO17025-2017 Laboratory 

A2LACertificateNumber 2821.01 

ValidTo:April 30,2021 

-07'00' 

Digitally signed by Craig Schulz 

SubmitterSignature*: CraigSchulz Date: 2020.05.1406:27:04 

ATTACHMENTS 

Attach to this form: 

1) 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 

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

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

are relevant to understanding the dimensions and performance of the device should also be submitted 

to facilitate our review. 

FHWA Official Business Only: 

Eligibility Letter 

Number Date Key Words 
: 418'7 

:~ 70' 

===================================================== ==== r========================== ============== 

,: 

Impact Angle .--- ---

-----

__l-

= / Impact Point at Joint 

between Panel 7 and 8 

72'-

rr 

BACK VIEW 

EACH SECTION ASSEMB

WEIGHTED WITH 30-LB 

TR No. 690900-PEX17&18 18 2020-01-31 0.000 s 0.200 s 0.400 s 

General Information Impact Conditions Post-Impact Trajectory Test Agency....................... Texas A&M Transportation Institute (TTI) Speed ................................ 61.5 mi/h Stopping Distance......

Test Standard Test No....... MASH Test 3-90 Angle ................................. 10.4° TTI Test No. ...................... 690900-PEX17 Location/Orientation........... Center of joint 7-8 Vehicle Stability Test Date........................... 2019-11-08 Kinetic Energy..................... 310 kip-ft Maximum Yaw Angle .

Test Article Exit Conditions Maximum Pitch Angle 

Type .................................. Longitudinal Channelizer, 36 inches tall Speed ................................ undeterminable Maximum Roll Angle ..Name................................. TPAR Barricade System Angle ................................. undeterminable Installation Length.............. 198 ft Occupant Risk Values Test Article Debris Fie

Material or Key Elements ... Two 72-inch × 8.2- inch ×0.85 inch thk Longitudinal OIV ................ 6.6 ft/s Longitudinal ...............

plastic planks supported by two RPVC Lateral OIV......................... 0.0 ft/s Toward Traffic Side....

posts inserted into two, fabricated steel Longitudinal Ridedown....... 0.7 g Toward Field Side......

bases with 14 gauge perforated steel Lateral Ridedown ............... 0.8 g square tube sockets THIV .................................. 2.1 m/s Vehicle Damage Soil Type and Condition ..... Concrete Pavement, Damp ASI..................................... 0.09 VDS..........................

Test Vehicle Max. 0.050-s Average CDC..........................

Type/Designation............... 1100C Longitudinal ....................... -1.0 g Max. Exterior Deforma

Make and Model ................ 2007 Kia Rio Lateral................................ 0.5 g OCDI.........................

Curb................................... 2450 lb Vertical............................... 1.0 g Max. Occupant Comp

Test Inertial........................ 2450 lb Deformation............Dummy .............................. 165 lb Gross Static ....................... 2615 lb Figure 5.6. Summary of Results for MASH Test 3-90 on TPAR Longitudinal Channeliz
1"7 

i cr.JD J 

==================================================== ============== ~===================== === 

Impact Point al Joint : ~· 

0 bel: ••: P•: el7: nd : ~ 0 0 0 :i ! 

~------- ----- 1: 

Impact AngtJ:]J le ------ ! 

~- - i 

_ Impact Path : 

I 

72' --

rr 

_l_;_l...':ll [ =--i.1::::-j __ 

BACK VIEW 

EACH SECTION ASSEMB

WEIGHTED WITH 30-LB 

TR No. 690900-PEX17&18 24 2020-01-31 0.000 s 0.200 s 0.400 s 

General Information Impact Conditions Post-Impact Trajectory Test Agency....................... Texas A&M Transportation Institute (TTI) Speed ................................ 62.5 mi/h Stopping Distance......

Test Standard Test No....... MASH Test 3-91 Angle ................................. 9.9° TTI Test No. ...................... 690900-PEX18 Location/Orientation........... 22.7 inches Vehicle Stability Test Date........................... 2019-11-08 upstream of joint 7-8 Maximum Yaw Angle .

Test Article Kinetic Energy..................... 657 kip-ft Maximum Pitch Angle 

Type .................................. Longitudinal Channelizer, 36 inches tall Exit Conditions Maximum Roll Angle ..

Name................................. TPAR Barricade System Speed ................................ undeterminable Installation Length.............. 198 ft Angle ................................. undeterminable Test Article Debris FieMaterial or Key Elements ... Two 72-inch ×8.2- inch ×0.85 inch thk Occupant Risk Values Longitudinal ...............

plastic planks supported by two RPVC Longitudinal OIV ................ 5.2 ft/s Toward Traffic Side....posts inserted into two, fabricated steel Lateral OIV......................... 4.6 ft/s Toward Field Side......

bases with 14 gauge perforated steel Longitudinal Ridedown....... 0.5 g square tube sockets Lateral Ridedown ............... 1.8 g Vehicle Damage Soil Type and Condition ..... Concrete Pavement, Damp THIV .................................. 2.0 m/s VDS..........................

Test Vehicle ASI..................................... 0.17 CDC..........................

Type/Designation............... 2270P Max. 0.050-s Average Max. Exterior Deforma

Make and Model ................ 2013 RAM 1500 Pickup Longitudinal .................... -0.7 g OCDI.........................Curb................................... 4988 lb Lateral............................. -1.2 g Max. Occupant CompTest Inertial........................ 5030 lb Vertical............................ 1.7 g Deformation............Dummy .............................. No dummy Gross Static ....................... 5030 lb Figure 6.6. Summary of Results for MASH Test 3-91 on TPAR Longitudinal Channeliz
t:..____ ___ J 

ASSEMBLY DETAIL 

TOP VIEW 

DEPT HEAD ENGINEERING 

------- 7'Z' 

6ACK VIEW r 

1.5'' 

EACH SECTION ASSEMBLED AS SHO\/\t1\I 

WEIGHTED WITH 30-LB SANDBAGS ON EACH FOOT 

198 FEET 

DATE t PART NAME TPAR TESTING SETUP 

~~c) Davidson Traffic Control Products "Creating Producls lo Sm-e Lives" 

- da,,,tdtat:rt1fflccorn 

ffWy ::.,le!l@pelfOO 

This d'f8'1111n9 Hd cxller Davidson prodt>Cll are availeble In ~toCAL> rcm,11 

willh -s1JJ)plc Q"9g and drop lelllurcs to lransfc, product inlormeba, dl"cctl'y 

111ll0 de$lgl drtWlfllp l).tv1d$(ln'$ p OclJdl CO wale:$ ""11h • H $11:Bw!II ~ PltCk&gr,s 

800 the CAO library 8IIOW'!i tor fluid lrans-1« ol nres 8CfO§S al OS plalrOfms 

To register klr your lrn copy. pleas• contact your Oi11Vldson Sales ep,esenlaw,e 

0..- ffl'llil h~lt:$@~JOCO.C()ITI 

AutoCAD CD Available 

33 SIX-FOOT TPAR BARRICADE

INSTALLED IN A LINE AS SHOW

WITH 30-LB SANDBAGS ON EAC

TPAR-TTI-Te

o,.rr O~l Ur 

11/13/2019 

TR No. 690900-PEX17&18 31 2020-01-31
BARRICADE : 

2 TPAR PANELS 

1 TPAR ANTI-THEFT HARDWARE KIT TOP VIEW - TANGENT LAYOUT 

8ADAHDWE2 

2 QUICK-RELEASE PINS - 800HDWE101 

ONE FOOT - 80BARLG1ADA 

2 X-TUBE UPRIGHTS - 8007821402 

ASSEMBLY DETAIL 

Iii I Iii 

TOP VIEW 

72" 

~s 

14 GAUGE 2" 

PSST STEEL 

"ONE FOOT' 

TPAR ADA BARRICADE TANGENT RUN 

DEPT. HEAD ENGINEERING MANAGER DATE 

BACK VIEW 

1tis B°aNing and other 0(1'1iG:Son products are cva[ciJ~ in AutoCAD f!Ymol 

l----------'-----------'----------1 with si"l'lo drag ond ti-op footuros lo trordcr product informolion orocl~ 

"Creating Products to Save Lives" 

inlo desg, aa•~· D<Nidsoo's ,roducl CO •crk9 wiU, all softw11e pud<oges. 

and the CAO libray allo~-s far fluid trmsfcr of file, a<ros, all OS plaifr,-mr. 

w 

> 

0 

z 

w 

r:>ty<co 

TPAR P

8T3B068T3B06

.. 

VIMATV'.ILL YOU 

MAKE TODAY? 

WWWPL!Kt0 CCJm 

Wr~c:J Da-ridson Traffic Control Products 

fa register fr,- yfJIJ free cq,y. plec9e contact 'f'>J OIF,idsoo Soea Rep-essrtotive 

Q" ~mc:il hwyu<J . •~• pe:tC-0 .CQ( , TPAR BARRICA

www. davidsoolraffic.com 

hwysales@pexco.com AutoCAO CO Available 05/1712012 DB

TR No. 690900-PEX17&18 32 2020-01-31
-TUBE 

FAB PRINT 0 

I 35.0" I 0 

+/-.125" 

I ii i \ 11 11 11 f 

0 .400" _j 

H .3

7

5" -~ 

I=--

5.750" -------c,o 

~ .500" 

1 

1·\ I I 0 " I I I I 

0 .265" _/ 

c:: 8.0" ---._

3PLCS 

CUT LENGTI-1 TYP. WALL I BOW TOLERANCE / 1\ WEIGHT PER FOOT / 1\ 

m· 35" +/-.125" AVG .170" I 1/16" PER FOOT TARGET: 250 GRAMS Pexco Ta

G 1o~c 3110 70th Ave

F MA,=IAl Tacoma, WA 

E RPVC PE)<'co Tel 253-284--8000 FD DATE 05/02/11 www.pexc

C 09/30/2015 

REMOVED HOLES FOR CENTER PANEL DB- WHAT WILL YOU MAKE TODAY? 

B 10/16/2013 ADDED 2" TO CUT LENG

TH DB- 0RAV>N8Y DB~ PAATNAMC ADA - PAR UPRIGHT IOI

A 10/08/2013 ADDED HOLES FOR 

CENTER PANEL DB- CHEC1<EOBY 

C\JSTOMERPARTNO 8007821402 l 

REV DATE OESCRIPTION REV BY 

TR No. 690900-PEX17&18 33 2020-01-31
14" --------

14" 

2" PSST STEEL 

14 GUAGE \_ 0 

0 

0 0 

0 

PART NAME 

4" 

ADA ONE-FOOT 

DEPT. HEAD ENGIN EERING MANAGER 

0 

0 

0 0 

0 

DATE 

6" 

Wi~U Dand,on T,affic Cont,ol Prodact, 

"Creating Products to Save Lives" 

www da\lldsontraffic com 

hwysales@pexco com 

WELDED ON 3 SIDES AS SHOWN 

0 

0 

0 

0 

0 

1/4" GALVAN IZED STEEL PLATE 

ThJs ctawlng end olher Davidson products ere avalleble In Au1oCAD formal 

with slmpli drag and ctop features to transfer producl lnformaHon dl<1ct~ 

Into design drawings. Cavldsor1s prOdud co w«ks wtlh all soffW3re packagn. 

and the CAO lbrary allows tor tlu:id transfer of files ecron all OS platforms, 

To regster for yo11 tree copy, please contact your OelJfdson Sales Repruenle1tvt 

or email hwysates@pexco.com 

AutoCAD CD Available 

P E CO 

• 

v.t-!ATWLl YOV 

MAKE. T(>'.)AY? 

WWW,j>e),.'CO C'Offl 

80BARLG

D,iiTt am ttr 

10/14/2013 DBu

TR No. 690900-PEX17&18 34 2020-01-31
- WHITE BARRICADE 

8T3B06ADAORG - ORANGE BARRICADE 

+ [ 

72" ±.063" 

6' 

0 

8T3B06ADAxxx 

0 

CUT LENGT BOW TOLERANCE 

SEE ABOVE 1/16" PER FOOT E 

1----=Dc:E.c., PT.,_., • ..,_H,:EA,....,=---+-' D EN"-'-=G"'IN-'CEC.CECC-'RC'- IN'-'G'-'M-"'ANA ..C..C.-'CGCCCEC-' R+-___ DA_T_E ___ _, D 

AS COO

TYPICAL-ALL 

1.5" 

5.250" 

+/-.125" 

3/8" DRILL 

CUT TO L

DRILL 

f---+-------------t----------i 

TIMLL YOU 

MPKE TOOAV? 

www ,pox co com 

C 

B 06/09/2016 

TR No. 690900-PEX17&18 35 2020-01-31
TR No. 690900-PEX17&18 36 2020-01-31