1200 New Jersey Ave., SE

Washington, D.C. 20590 

HAR o 6 201 9 

In Reply Refer To: 

HSST-1 /WZ-371 

Mr. Matthew Schindler 

QWICK KURB, INC. 

1916 US Highway 41 South 

Ruskin, FL. 33570 

Dear Mr. Schindler: 

This letter is in response to your January 2, 2019 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 FHW A control number WZ-371 and is valid until a subsequent letter is issued by 

FHW A that expressly references this device. 

Decision 

The following device is eligible within with details provided in the form which is attached as an 

integral part of this letter: 

• QWICK KURB Continuous Curbing with L104 MEGA-MARKER, Epoxied 

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 FHW A, 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 crash worthiness 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: QWICK KURB Continuous Curbing with L104 MEGA-MARKER, 

Epoxied Longitudinal Channelizer 

Type of system: Work Zone 

Test Level: MASH Test Level 3 (TL3) 

Testing conducted by: Transportation Research Center, Inc. (TRC) 

Date ofrequest: January 10, 2019 

FHW A 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 crash worthiness of the system. 
3 

Standard Provisions 

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

control number WZ-371 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 FHW A to use, 

manufacture, or sell any patented system for which the applicant is not the patent holder. 

• This FHW A eligibility letter is not an expression of any Agency view, position, or 

determination of validity, 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 FHW A eligibility letter determination is made based solely 

on the crash-testing information submitted by the requester. The FHW A reserves the 

right to review and revoke an earlier eligibility determination after receipt of subsequent 

information related to crash testing. 

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

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

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

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

Sincerely, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
Version 10.0 (05/16) 

Page 1 of 3 

Request for Federal Aid Reimbursement Eligibility 

of Highway Safety Hardware 

.. 

.... 

·e 

.... 

(11 

.0 

:, 

1/) 

Date of Request: January 02, 2019 (e New r Resubmission I 

Name: Matthew Schindler 

Company: 

Address: 

QWICK KURB, INC. 

1916 US Highway 41 South, Ruskin, FL 33570 

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 Level I ' -' -' I 

System Type Submission Type Device Name/ Variant Testing Criterion Test 

Level 

'WZ': Crash Worthy Work 

Zone Traffic Control Devices 

(e Physical Crash Testing 

(' Engineering Analysis 

QWICKKURB 

Continuous Curbing with 

L 104 MEGA-MARKER, 

Epoxied / Longitudinal 

Channelizer 

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: Matthew Schindler Same as Submitter [gJ 

Company Name: QWICK KURB, INC. Same as Submitter [gJ 

Address: 1916 US Highway 41 South, Ruskin, FL 33570 Same as Submitter [gJ 

Country: USA Same as Submitter [gJ 

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

Eligibility Process for Safety Hardware Devices' document. 

QWICK KURB'", INC. sponsored and fully paid for testing of its longitudinal channelizing system by TRC. No other 

financial exchange with TRC or its employees, including consultants, was made. There is no patent, license, 

copyright, investment or other intellectual property interest between QWICK KURB'", INC. and TRC. There are no 

consulting, research funding or other compensation included wages, salaries, commissions, professional fees for 

business referrals. 
Version 10.0 (05/16) 

Page 2 of 3 

PRODUCT DESCRIPTION 

(i' New Hardware or 

• Significant Modification 

(' Modification to 

Existing Hardware 

The QWICK KURB Continuous Curbing L60 Bases are approximately 36 inches long and weigh 40 lbs. The L61 

Male End pieces and L62 Female End pieces are each approximately 18 inches long and weigh approximately 

13 lbs. The L 104 MEGA-MARKER vertical channelizing device is plastic, weighs approximately 5 lbs, and is 43 

inches tall when mounted in the L60. 

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: Jason Jenkins 

Digitally signed by Jason Jenkins 

ON: cn::Jason Jenkins, o::Transportation Research Center Inc., 

ou=lmpact laboratory, email=jenkinj@trcpg .com, c::US 

Date: 2019.01.03 08:31 :39 -05'00' 

Engineer Signature: Jason Jenkins 

Address: 10820 State Route 347 East Liberty, OH 43319 Same as Submitter D 

Country: USA Same as Submitter D 

A brief descri p tion ot each crash test and its result: 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

3-90 ( 1100() 

Transportation Research Center, Test# 

171017-16, 10/17/17. The products were 

positioned in an array of three L60 

Longitudinal Channelizers, bracketed with 

an L61 or L62 curb end piece on each end of 

the array. The center front of the impacting 

11 00C vehicles struck the approximate 

center of the face of the channelizing 

device. Test 3-90 met all conditions of 

MASH16 and is considered a pass. 

PASS 

3-91 (2270P) 

Transportation Research Center, Test# 

181004-2, 10/4/18. The products were 

positioned in an array of three L60 

Longitudinal Channelizers, bracketed with 

an L61 or L62 curb end piece on each end of 

the array. The center front of the impacting 

2270P vehicles struck the approximate 

center of the face of the channelizing 

device. Test 3-90 met all conditions of 

MASH 16 and is considered a pass. 

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 .): 

.. 
Version 10.0 (05/16) 

Page 3 of 3 

Laboratory Name: Transportation Research Center, Inc. 

Laboratory Signature: 

Digitally signed by Jason Jenkins 

ON: cn =Jason Jenkins, o: Transportation Research Center Inc., ou=lmpact Jason Jenkins Laboratory, email=jenkinj@trcpg.com, c=US 

Date: 2019.01 .03 08:32:00 -05'00' 

Address: 10820 State Route 347 East Liberty, OH 43319 Same as Submitter D 

Country: USA Same as Submitter D 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

Certificate Number: L2187 

01 /17 /2018-01 /26/2021 

Submitter Signature*:

Submit Form 

ATTACHMENTS 

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 

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 
1. Sequential photographs 

I WWW 

L60 Longitudinal Channelizers/End Curbs/L 104 11. Occu ant Risk: t----~--------r-------------------1 post/Epoxy Channelizers and End Curbs to Lon itudinal OIV 4· · · · .99 ft/s · (1.52 mis 

Pavement Lateral OIV -4.89 ft/s (-1.49 mis 

0.000 s 

2. Plan View 

4. General Information: 

Test Agency 

Test Number 

Date 

5. Test Article: 

Type 

Installation Length 

Key Elements 

6. Soil Conditions: 

Type of Soil 

Soil StrenQth 

I 7. Test Vehicle: 

Test Inertial 

Gross Static 

8. Impact Conditions: 

Speed 

Angle 

Location/Orientation 

0.50 s 0.100 s 0.150 s 0.200 s 

3. Cross-Sectional View 

·-r- -"t •---' 

t 

t1 

••~---~~::,[L u.-

9. Exit Conditions: 

Transportation Research Center Inc. I Speed Not Applicable 

171017-16 I Angle 0 degrees (estimated) 

October 17, 2017 I Exit Box Criterion Not Applicable 

QWICK KURB I 10. Post-Impact Trajectory: 

T-:fpe-11I Longitudinal Channelizer I Vehicle Stability Satisfactory 

13.0 Feet I Stopping Distance Not Applicable 

Longitudinal RA 

Not Applicable Lateral RA 

Not Applicable 

I 12. Test Article Damage: 

Production Model 11 00C 

2011 Chevrolet Aveo LT 13. Test Article Deflections: 

1172.6k Permanent Set 

1172.6 k Dvnamic 

WorkinQ Width 

97.70 km/h I 14. Vehicle Damage: 

0 degrees I VOS 

Center front of vehicle to the center of face I CDC 

0.60 G 

0.39 G 

L 104 post and L60 Longitudinal Channelizer 

remained intact. 

None 

Not Applicable 

Not Applicable 

Not Applicable 

No additional damage 

Not Applicable 

Not Applicable 

Figure 120 Summary of results for test 171017-16 

"!B..C: Page 575 of 591 171017 & 181004 
1. Sequential photographs 

'{( 

~-= .. I 1" -~ ~ ... _______ -:::-:. _,;-:;-: • .=:..::"'.::. :::'· .. -~-.,.; -· ~ ... - ...,, -- . ~--· 

0.000 s 

2. Plan View 

4. General Information: 

Test Agency 

Test Number 

Date 

5. Test Article: 

Type 

Installation Length 

Key Elements 

6. Soil Conditions: 

Type of Soil 

Soil Strenqth 

I 7. Test Vehicle: 

Test Inertial 

Gross Static 

8. Impact Conditions: 

Speed 

Angle 

Location/Orientation 

--- • ~ - ,·_ - 0.50 s 0.100 s 0.150 s 0.200 s 

c:::tlO:==:::::i :-001 

9. Exit Conditions: 

3. Cross-Sectional View 

Transportation Research Center Inc. I Speed 

181004-2 I Angle 

October 4, 2018 I Exit Box Criterion 

QWICK KURB I 10. Post-Impact Trajectory: 

Type-Ill Longitudinal Channelizer I _Vehicle Stability 

13.0 Feet I Stopping Distance 

L60 Longitudinal Channelizers/End Curbs/L 104 111. Occupant Risk: 

post/Epoxy Channelizers and End Curbs to 

Pavement 

Longitudinal RA 

Not Applicable Lateral RA 

Not Applicable 

I 12. Test Article Damage: 

Production Model 2270P 

2018 Dodge Ram 1500 13. Test Article Deflections: 

Permanent Set 

2402.4 k 

2310.8 k 

Dvnamic 

Workinq Width 

100.55 km/h I 14. Vehicle Damage: 

0 degrees I VOS 

Center front of vehicle to the center of face I CDC 

Not Applicable 

0 degrees (estimated) 

Not Applicable 

Satisfactory 

Not Applicable 

0.03 ft/s (0.01 mis 

0.20 ft/s (0.06 mis 

0.00 G 

0.00 G 

The L 104 and the array of L60 Longitudinal 

Channelizer remained intact 

None 

Not Applicable 

Not Applicable 

Not Applicable 

None 

Not Applicable 

Not Applicable 

Figure 123 Summary of results for test 181004-2 

I 

lli.C Page 578 of 591 171017 & 181004 
2 1 

3'4" 3'5" 3' l" 

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< ~, ~ ~: < ' ' 

L65 REFLECTIVE ARC 

Ll04MEGA 

MARKER 

/ 

7 • I I I I I 7 • 

Iii .~, L , Iii Iii Iii Iii ,-. L, .~ , 

... 4.~/ ... ✓ \ - ... ---~ ... ~ ... ~- ... ____,.. ... - - ✓ ,'(/ 

.........._.,_.. . . . . . 

L6 l CURB END L60 CURB 

PIECE, MALE SECTION PIECE, FEMALE 

A -DEPICTED ABOVE WITH PANELS EVERY 3.5' (NOMINAL SPACING). CAN BE CONFIGURED WITH OTHER SPACING A 

-SHOWN WITH YELLOW CURBING AND ACCESSORIES. OTHER COLORS AVAILABLE. 

-L65 REFLECTIVE ARC TYPICALLY PLACED ON EACH L60 CURB PIECE AND L6 l MALE END PIECE, 

NOT ON L62 FEMALE END PIECE 

-REFER TO INSTALLATION MANUAL FOR ANCHORING OPTIONS 

® DRAWING SIZE SCALE: 1 :36 ~lW~CIK IKlURS . ~lfilC. QWICK KURB Continuous Curbing with MEGA-MARKER, Epoxied A SHEET 1 OF 1 

2 1 

---

L62 CURB END 7