1200 New Jersey Ave., SE

 Washington, D.C. 20590

1 

In Reply Refer To: 

HSST-1/WZ-445 

Greg Spear

The Cortina Companies, Cortina Safety Products 

10706 West Grand Ave, 

Franklin Park, IL 60131 

United States of America 

Dear Mr. Spear: 

We received your correspondence of January 28, 2022 requesting issuance of a reimbursement 

eligibility letter under the Federal-aid highway program for the roadside safety system, device, 

design, product, or hardware (collectively “device”) described below. This letter is assigned 

Federal Highway Administration (FHWA) control number WZ-445. 

ELIGIBILITY LETTERS

The FHWA issues Federal-aid reimbursement eligibility letters for new roadside safety devices

that are crash tested in accordance with the industry standard of the American Association of 

State Highway and Transportation Officials (AASHTO) Manual for Assessing Safety Hardware 

(MASH). 

FHWA, the Department of Transportation, and the United States (government) do not regulate 

roadside safety devices, crash test facilities, or the manufacturing industry. Issuance of 

eligibility letters is discretionary and provided only as a service to the states. FHWA may, at its 

discretion, decline to issue, revise, or rescind an eligibility letter. Eligibility letters are only 

issued by the FHWA headquarters Office of Safety. 

Eligibility letters are issued only as notice to the states that a device is eligible for reimbursement 

under the Federal-aid highway program. They do not establish approval or certification for any 

other purpose. Issuance of an eligibility letter is not a prerequisite or requirement for state 

transportation agencies seeking to use Federal-aid funds for roadside safety devices. State 

agencies may use a device for which an eligibility letter has not been issued and seek Federal-aid 

reimbursement. 

FEDERAL-AID REIMBURSEMENT

The request for issuance of this letter certified the device was crash tested in accordance with the 

industry standard of AASHTO’s MASH. This eligibility letter is based on that certification and 

the material offered in support of its issuance. The device described below is eligible for 

reimbursement under the Federal-aid highway program. 

August 15, 2022
2 

Name of system: Telespar Type III Barricade

Type of system: Work Zone 

Test Level: Test Level 3

Testing conducted by: Applus IDIADA KARCO Engineering, LLC 

Date of request: January 28, 2022 

Information about the device, including material such as the eligibility request, crash test reports, 

drawings, or images are included in one or more attachment(s) to this letter. 

Eligibility letter WZ-445 is inapplicable to devices, optional equipment, alternate materials, or 

other features that were not crash tested in accordance with AASHTO’s MASH. 

This letter is issued only for the subject device as crash tested under AASHTO’s MASH. Later 

modification(s) of the device are not eligible for Federal-aid reimbursement under this letter. 

Notice of later modification(s) should be given to transportation agencies, facility owners, and 

operators (collectively “agencies”). 

Agencies should be provided appropriate information about the device’s design, installation, 

maintenance, materials, and mechanical properties. 

 

Issuance of this letter is discretionary, and it may be revised or rescinded at FHWA’s discretion. 

This letter is not a determination of compliance with the Manual on Uniform Traffic Control 

Devices for Streets and Highways (MUTCD) or ownership of any intellectual property rights. 

This eligibility letter is not a determination by the government that a crash involving the subject 

device will result in any particular outcome. It is limited to only the device’s eligibility for 

Federal-aid reimbursement. 

INTELLECTUAL PROPERTY 

Issuance of this eligibility letter does not convey property rights of any sort nor any exclusive 

privilege. This letter is not authorization or consent by the government for the use, manufacture, 

or sale of any patented or proprietary system, device, design, product, or hardware for which the 

requester is not the patent owner. Eligibility letters are not an expression of any view, position, 

or determination by the government as to the validity, scope, or ownership of any intellectual 

property rights to a specific device. These letters do not grant, impute, suggest, or otherwise 

establish any ownership, distribution, or licensing rights to the requester. The government 

expresses no opinion about the intellectual property rights relating to any device for which this or 

any other eligibility letter is issued. 

PUBLIC DISCLOSURE

To prevent any misunderstanding, and as discussed above, this eligibility letter is assigned 

FHWA control number WZ-445. It should only be reproduced in full with its attachment(s). 

This letter and the material offered by the requester supporting its issuance is public information. 

All eligibility letters and supporting material are subject to public disclosure under the Freedom 
of Information Act (FOIA). Eligibility letters are available to the public at 

https://safety.fhwa.dot.gov/roadway_dept/countermeasures/reduce_crash_severity/. 

If you have any questions please contact Aimee Zhang at Aimee.Zhang@dot.gov. 

Sincerely, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 

3 
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Page of 1 5

Request for Federal Aid Reimbursement Eligibility

of Highway Safety Hardware

Submitter

 Date of Request: January 28, 2022 New Resubmission

Name: Greg Spear

Company: The Cortina Companies, Cortina Safety Products

Address: 10706 West Grand Ave. Franklin Park, IL 60131

Country: United States of America

 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 Level ! - ! - !

System Type Submission Type Device Name / Variant Testing Criterion Test 

Level

'WZ': Crash Worthy Work 

Zone Traffic Control Devices

Physical Crash Testing

Engineering Analysis

Cortina Telespar Type III 

Barricade

AASHTO MASH 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.

Individual or Organization responsible for the product:

Contact Name: Greg Spear Same as Submitter

Company Name: The Cortina Companies, Cortina Safety Products Same as Submitter

Address: 10706 West Grand Ave. Franklin Park, IL 60131 Same as Submitter

Country: United States of America Same as Submitter

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

Eligibility Process for Safety Hardware Devices' document.

The Cortina Companies, Cortina Safety Products is the manufacturer and marketer of device. 

Applus IDIADA KARCO Engineering, LLC (IDIADA KARCO) is an independent research and testing laboratory 

having no affiliation with any other entity. IDIADA KARCO is actively Involved In data acquisition and 

compliance/certification testing for a variety of government agencies and equipment manufacturers. The 

principals and staff of IDIADA KARCO have no past or present financial, contractual or organizational interest in 

any company or entity directly or indirectly related to the products that KARCO tests. If any financial interest 

should arise, other than receiving fees for testing, reporting, etc., with respect to any project, the company will 

provide, In writing, a full and immediate disclosure to the FHWA. 
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Page of 2 5

PRODUCT DESCRIPTION 

New Hardware or 

Significant Modification

Modification to 

Existing Hardware

The Cortina Companies Telespar Type Ill Barricade is a work-zone traffic control device. 

Further Description: 

The as-tested device consisted of three (3) horizontal boards, two (2) steel uprights, two (2) steel feet, and two 

(2) optional standard barricade lights. Two (2) standard D-cell barricade lights were used during testing. The astested device had a total assembled weight of 54.0 lbs (24.5 kg). There were four (4) 25.0 lbs (11.3 kg) sandbags 

placed on top of the rear corners of the steel feet. 

The horizontal boards are constructed of high-density polyethylene and measured 2.0 in. (51 mm) tall by 8.0 in. 

(203 mm) wide by 144.0 in. (3.7 m) long. The steel uprights and feet are made from 2 in. (51 mm) square tubular 

frame with .434 in. (11 mm) holes spaced 1 in. (0.03 mm) apart. The T-Slots in feet are designed to accept the 

uprights and mount with 7/16 in. (11.1 mm) through holes. When assembled, the steel uprights and the steel 

feet have a height of 66.0 in. (1.67 m). With the standard barricade light attached, the Telespar Type III 

Barricade has height of 73.25 in. (1.86 m).

CRASH TESTING

By signature below, the Engineer affiliated with the testing laboratory, agrees in support of this submission 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 tests are necessary to determine the device meets 

the MASH criteria.

Engineer Name: Noah Partida

Engineer Signature: Noah Partida Digitally signed by Noah Partida 

DN: cn=Noah Partida, o, ou, email=noah.partida@idiada.com, c=US 

Date: 2022.05.27 14:30:14 -07'00'

Address: 9270 Holly Road, Adelanto, CA 92301 Same as Submitter

Country: United States of America Same as Submitter

 A brief description of each crash test and its result:

Required Test 

Number

Narrative 

Description

Evaluation 

Results

3-70 (1100C)

Designed to evaluate the ability of a small 

vehicle to activate any breakaway, fracture, 

or yielding mechanism. Is considered 

optional for work-zone traffic control 

devices weighing less than 220 lbs (100 kg). 

The as-tested device weighed 54.0 lbs (24.5 

kg) and therefore Test 70 was not 

performed.

Non-Relevant Test, not conducted
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Required Test 

Number

Narrative 

Description

Evaluation 

Results

3-71 (1100C)

An 1100C test vehicle approached the test 

articles at a nominal speed of 62 mph. The 

Telespar Type III Barricade was 

oriented at 90° and at 0°. The test vehicle 

impacted the 90° CIA device at a speed of 

62.12 mph (99.97 km/h). Upon impact, the 

vehicle's front bumper fascia made contact 

with high-density polyethylene boards. The 

vehicle's front bumper fascia contacted the 

right steel upright causing it to yield in a 

predictable manner. As the vehicle 

proceeded forward the three (3) highdensity polyethylene boards deformed 

around the vehicle and the left steel upright 

yielded. The occupant compartment was 

not penetrated and no deformation 

occurred to the test vehicle. The test vehicle 

impacted the 0° CIA device at a velocity of 

63.26 mph (101.81 km/h). Upon impact, the 

vehicle's front bumper fascia contacted the 

high-density polyethylene boards. The left 

steel upright began deforming around the 

bumper fascia and hood. As the vehicle 

proceeded forward the three (3) highdensity polyethylene boards began 

overriding the vehicle and the right steel 

upright began to yield. The occupant 

compartment was not penetrated and no 

deformation occurred to the test vehicle. 

The Telespar Type Ill Barricade met all the 

requirements for MASH Test 3-71.

PASS
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3-72 (2270P)

A 2270P test vehicle approached the test 

article at a nominal speed of 62 mph. The 

Telespar Type Ill Barricade was 

oriented at 90° and at 0°. The test vehicle 

impacted the 90° CIA device at a speed of 

62.72 mph (100.94 km/h). Upon impact, 

both steel uprights deformed around the 

vehicle's front end and the right steel 

upright broke into pieces. The three (3) 

high-density polyethylene boards detached 

from the steel uprights and were deformed. 

The vehicle overrode the two steel legs and 

one barricade light detached from the rail. 

The occupant compartment was not 

penetrated and no deformation occurred to 

the test vehicle. The test vehicle 

impacted the 0° CIA device at a velocity of 

61.50 mph (98.98 km/h). Upon impact, the 

left steel upright deformed around the 

vehicle's front end and partially detached 

from the steel foot. The right steel upright 

and steel foot remained intact. The three (3) 

high-density polyethylene boards detached 

from the steel uprights and did not deform. 

One barricade light detached and impacted 

the vehicles windshield. The occupant 

compartment was not penetrated and no 

deformation occurred to the test vehicle. 

The Telespar Type IlI Barricade met all the 

requirements for MASH Test 3-72.

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.):

Laboratory Name: Applus IDIADA KARCO Engineering, LLC.

Laboratory Signature: Noah Partida Digitally signed by Noah Partida 

DN: cn=Noah Partida, o, ou, email=noah.partida@idiada.com, c=US 

Date: 2022.05.27 14:30:28 -07'00'

Address: 9270 Holly Road, Adelanto, CA 92301 Same as Submitter

Country: United States of America Same as Submitter

Accreditation Certificate 

Number and Dates of current 

Accreditation period :

TL 371: July 1, 2019 - July 1, 2022

Submit Form

ATTACHMENTS
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Page of 5 5

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
15 TR-P40333-01-D / TR-P41214-01-D 

MASH 2016 Test 3-71 Summary (P41214-01, 0° CIA) 

0° CIA

 0.000 seconds 0.060 seconds 0.120 seconds 0.650 seconds 0.710 seconds 0.770 seconds

GENERAL INFORMATION

Test Agency.....................Applus IDIADA KARCO Engineering

Test Number.....................P41214-01

Test Designation............... 3-71

Test Date.........................7/8/21

TEST ARTICLE

Name / Model.....................Cortina Telespar Type III Barricade

Type.................................Work-Zone Traffic Control Device

Device Height .................. 6.1 ft. (1.9 m)

Key Elements.....................Boards, Steel Uprights, Steel Feet

Road Surface.....................Smooth, clean Concrete

TEST VEHICLE

Type / Designation...............1100C

Year, Make, and Model.........2016 Kia Rio

Curb Mass........................2,528.7 lbs (1,147.0 kg)

Test Inertial Mass...............2,448.2 lbs (1,110.5 kg)

Gross Static Mass...............2,621.3 lbs (1,189.0 kg)

Impact Conditions

Impact Velocity Device .........63.26 mph (101.81 km/h)

Location/ Orientation........................ 16.6 in. (422 mm) From Vehicle 

Centerline on Passenger Side

Device Angle..................... 0.0°

Device Kinetic Energy......... 327.5 kip-feet (444.1 Kilojo

Minimum KE Required....... 288 kip-feet (390 Kilojoules

Exit Conditions

Device Exit Velocity............ 60.78 mph (97.81 km/h)

Vehicle Resting Position...... 274.9 ft. (83.8 m) Downstream

2.0 ft. (0.6 m) Right

Vehicle Stability ..................Satisfactory

0° - Maximum Roll Angle......Did Not Exceed 75°

0° - Maximum Pitch Angle......Did Not Exceed 75°

* Not Applicable, device weighs less than 220 lbs (100 kg)

Occupant Risk

Longitudinal OIV........................Not Applicable*

Lateral OIV..............................Not Applicable*

Longitudinal RA........................Not Applicable*

Lateral RA.............................. Not Applicable*

THIV.......................................Not Applicable*

PHD.......................................Not Applicable*

ASI..........................................Not Applicable*

ules)

)

Test Article Deflections

0° - Sign Debris Field (longitudinal)...... 215.5 ft. (65.7 m)

0° - Sign Debris Field (lateral).............. 11.9 ft. (3.6 m)

Vehicle Damage

Vehicle Damage Scale...............12-FC-1

CDC.......................................12FDEN1

Maximum Deformation...............MASH Deformation Limits Not

Exceeded (0.0 in.) 0 mm

Figure 4 Summary of Test 3-71
14 TR-P40333-01-D / TR-P41214-01-D 

MASH 2016 Test 3-71 Summary (P40333-01, 90°CIA) 

90° CIA

 

 

0.000 seconds 0.075 seconds 0.150 seconds 0.225 seconds 0.300 seconds 0.375 seconds

GENERAL INFORMATION

Test Agency.....................Applus IDIADA KARCO Engineering

Test Number.....................P40333-01

Test Designation............... 3-71

Test Date.........................3/18/21

TEST ARTICLE

Name / Model.....................Cortina Telespar Type III Barricade

Type.................................Work-Zone Traffic Control Device

Device Height .................. 6.1 ft. (1.9 m)

Key Elements.....................Boards, Steel Uprights, Steel Feet

Road Surface.....................Smooth, clean Concrete

TEST VEHICLE

Type / Designation............ 1100C

Year, Make, and Model.........2016 Kia Rio

Curb Mass........................2,528.7 lbs (1,147.0 kg)

Test Inertial Mass...............2,448.2 lbs (1,110.5 kg)

Gross Static Mass...............2,621.3 lbs (1,189.0 kg)

Impact Conditions

Impact Velocity .....................62.12 mph (99.97 km/h)

Location/ Orientation..............................17.0 in. (431 mm) From Vehicle 

Centerline on Passenger Side

Device Angle........................ 90.0°

Kinetic Energy........................315.8 kip-feet (463.5 Kilojoules)

Minimum KE Required....... 288 kip-feet (390 Kilojoules)

Exit Conditions

Exit Velocity.................... 61.06 mph (98.26 km/h)

Vehicle Resting Position......... 262.9 ft. (80.1 m) Downstream

3.8 ft. (1.2 m) Right

Vehicle Stability .....................Satisfactory

90° - Maximum Roll Angle.........Did Not Exceed 75°

90° - Maximum Pitch Angle......Did Not Exceed 75°

* Not Applicable, device weighs less than 220 lbs (100 kg)

Occupant Risk

Longitudinal OIV.....................Not Applicable*

Lateral OIV...........................Not Applicable*

Longitudinal RA.....................Not Applicable*

Lateral RA...........................Not Applicable*

THIV....................................Not Applicable*

PHD....................................Not Applicable*

ASI.................................... Not Applicable*

Test Article Deflections

90° - Sign Debris Field (longitudinal)....... 75.7 ft. (23.1 m)

90° - Sign Debris Field (lateral)....... 1.6 ft. (0.5 m)

Vehicle Damage

Vehicle Damage Scale............12-FC-1

CDC....................................12FDEN1

Maximum Deformation............MASH Deformation Limits Not 

Exceeded (0.0 in.) 0 mm

Figure 3 Summary of Test 3-71
15 TR-P40334-01-D / TR-P41215-01-D 

MASH 2016 Test 3-72 Summary (P41215-01, 0° CIA) 

0° CIA

0.650 seconds 0.680 seconds 0.710 seconds 0.740 seconds 0.770 seconds 0.800 seconds

GENERAL INFORMATION

Test Agency.....................Applus IDIADA KARCO Engineering

Test Number.....................P41215-01

Test Designation............... 3-72

Test Date.........................7/8/21

TEST ARTICLE

Name / Model.....................Cortina Telespar Type III Barricade

Type.................................Work-Zone Traffic Control Device

Device Height .................. 6.1 ft. (1.9 m)

Key Elements.....................Boards, Steel Uprights, Steel Feet 

Road Surface.....................Smooth, clean concrete

TEST VEHICLE

Type / Designation............ 2270P

Year, Make, and Model.........2015 RAM 1500

Curb Mass........................5,045.2 lbs (2,288.5 kg)

Test Inertial Mass...............5,009.9 lbs (2,272.5 kg)

Gross Static Mass...............5,009.9 lbs (2,272.5 kg)

Impact Conditions

Impact Velocity ..................61.50 mph (98.98 km/h)

Location/ Orientation........................17.9 in. (455 mm) From Vehicle 

Centerline on Passenger Side

Device Angle.....................0.0°

Device Kinetic Energy.........633.5 kip-feet (858.9 Kilojoules)

Minimum KE Required....... 594 kip-feet (806 Kilojoules)

Exit Conditions

Exit Velocity.................... 61.16 mph (98.4 km/h)

Vehicle Resting Position......413.6 ft. (126.1 m) Downstream

5.8 ft. (1.8 m) Left

Vehicle Stability ............... Satisfactory

0° - Maximum Roll Angle......Did Not Exceed 75°

0° - Maximum Pitch Angle... Did Not Exceed 75°

* Not Applicable, device weighs less than 220 lbs (100 kg)

Occupant Risk

Longitudinal OIV........................Not Applicable*

Lateral OIV.................................Not Applicable*

Longitudinal RA...........................Not Applicable*

Lateral RA.................................Not Applicable*

THIV.......................................Not Applicable*

PHD....................................... Not Applicable*

ASI..........................................Not Applicable*

Test Article Deflections

0° - Sign Debris Field (longitudinal).. 85.3 ft. (26.0 m)

0° - Sign Debris Field (lateral)....... 3.5 ft. (1.1 m)

Vehicle Damage

Vehicle Damage Scale............... 12-FC-1

CDC....................................... 12FDEN1

0° - Maximum Deformation.........0.1 in. (3 mm) Windshield

Figure 4 Summary of Test 3-72 (P41215-01, 0° CIA)
14 TR-P40334-01-D / TR-P41215-01-D 

MASH 2016 Test 3-72 Summary (P40334-01, 90° CIA) 

90° CIA

0.000 seconds 0.030 seconds 0.060 seconds 0.090 seconds 0.120 seconds 0.150 seconds

GENERAL INFORMATION

Test Agency.....................Applus IDIADA KARCO Engineering

Test Number.....................P40334-01

Test Designation............... 3-72

Test Date.........................3/29/21

TEST ARTICLE

Name / Model.....................Cortina Telespar Type III Barricade

Type.................................Work-Zone Traffic Control Device

Device Height .................. 6.1 ft. (1.9 m)

Key Elements.....................Boards, Steel Uprights, Steel Feet

Road Surface.....................Smooth, clean concrete

TEST VEHICLE

Type / Designation............ 2270P

Year, Make, and Model.........2015 RAM 1500

Curb Mass........................5,044.1 lbs (2,288.0 kg)

Test Inertial Mass...............5,009.9 lbs (2272.5 kg)

Gross Static Mass...............5,009.9 lbs (2272.5 kg)

Impact Conditions

Impact Velocity ..................62.72 mph (100.94 km/h)

Location/ Orientation........................21.5 in. (545 mm) From Vehicle 

Centerline on Passenger Side

Device Angle.....................90.0°

Device Kinetic Energy.........658.9 kip-feet (893.3 Kilojoules)

Minimum KE Required....... 594 kip-feet (806 Kilojoules)

Exit Conditions

Exit Velocity.................... 60.73 mph (97.7 km/h)

Vehicle Resting Position......333.9 ft. (101.8 m) Downstream

2.1 ft. (0.6 m) Left

Vehicle Stability ..................Satisfactory

90° - Maximum Roll Angle... Did Not Exceed 75°

90° - Maximum Pitch Angle...Did Not Exceed 75°

* Not Applicable, device weighs less than 220 lbs (100 kg)

Occupant Risk

Longitudinal OIV...........................Not Applicable*

Lateral OIV.................................Not Applicable*

Longitudinal RA...........................Not Applicable*

Lateral RA................................. Not Applicable*

THIV..........................................Not Applicable*

PHD......................................... Not Applicable*

ASI.............................................Not Applicable*

Test Article Deflections

0° - Sign Debris Field (longitudinal).. 68.1 ft. (20.8 m)

0° - Sign Debris Field (lateral)....... 24.3 ft. (7.4 m)

Vehicle Damage

Vehicle Damage Scale..................12-FD-1

CDC..........................................12FDAW1

90° - Maximum Deformation......MASH Deformation Limits Not

Exceeded (0.0 in.) 0 mm 

Figure 3 Summary of Test 3-72 (P40332-01, 90° CIA)
-3/8-16 STAINLESS STEEL HEX BOLT,

WASHERS AND NUT TO MOUNT BOARD TO

UPRIGHTS B

Boards are extruded using

High Density Poly Ethylene

Optional Sand Bags may be

placed used placing one on

each side of the Telespar legs.

1.75" SQ. TUBULAR FRAME

BOARDS BOLTED TO UPRIGHTS USED FOR UPRIGHTS

WITH ABILITY TO DISASSEMBLE

FOR STORAGE

UPRIGHTS BOLTED TO FEET

WITH ABILITY TO DISASSEMBLE

FOR STORAGE

Optional standard barricade lights

may be attached to each Telespar leg.

-PRINT SHOWS 2"X8" BOARDS.

1"X8" BOARDS ARE AVAILABLE

UPON REQUEST.

REFLECTIVE SHEETING AVAILABLE

FRONT AND BACK OF BOARDS

T-SLOT IN FEET ARE DESIGNED TO ACCEPT 

THE UPRIGHTS AND MOUNT WITH 7/16"

THROUGHHOLES

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF

CORTINA SAFETYPRODUCTS GROUP. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

CORTINA SAFETYPRODUCTS GROUP IS

PROHIBITED.

BOM

2"X8"X144" Boards 3

STEEL UPRIGHTS 2

STEEL FEET 2

3/8-16"X4" BOLT

ASSEMBLY

14

NEXT ASSY USED ON

APPLICATION

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL 1/32

ANGULAR: MACH±.001 BEND±.5°

TWO PLACE DECIMAL ±.050

THREE PLACE DECIMAL ±.005

INTERPRET GEOMETRIC

TOLERANCING PER: ASME 14.5.2-2017

MATERIAL

High Density Ploy Ethylene Boards

GLAVANIZED STEEL FRAME

FINISH

DO NOT SCALE DRAWING

NAME DATE

DRAWN SMB 3/7/18

CHECKED VEB 3/7/18

ENG APPR. JMG

MFG APPR. MG

Q.A. MS

COMMENTS:

PART NUMBER IS BASED ON

CONFIGURATION DEPENDANT ON

SHEETING, SIDES OF SHEETING AND

BOARD LENGTH. PLEASE REFER TO

CATALOG FOR APPROPRIATE PART

NUMBER

TELESPAR TYPE III

BARRICADE

12 FOOT WIDE VERSION

SIZE

D CSPG #97-1700-12

SCALE: 1:10 WEIGHT:

REV

0

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