US. Deportment 

of Transportation 

1200 New Jersey Ave., SE 

Washington, D.C. 20590 

Federal Highway 

Administration November 22, 2016 

In Reply Refer To: 

HSST-1 / WZ-347 

Mr. Mark Rutenbeck 

Custom-Pak, Inc. 

86 16111 A venue N 

Clinton, Iowa 52732 

Dear Mr. Rutenbeck: 

This letter is in response to your June 1, 2016 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-347 and is valid until a subsequent letter is issued by 

FHWA that expressly references this device. 

Decision 

The following devices are eligible, with deta ils provided in the fonn which is attached as an 

integral part ofthis letter: 

• Custom Pack 4800 Delineator With or Without Warning Light 

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' Manual for Assessing Safety Hardware (MASH). However, the 

FHWA, the Department ofTransportation, 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 ofthe device for any 

particular purpose or use. 

This letter is not a determination by the FHWA, the Department ofTransportation, 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 t~1is device. Proper manufacturing, 

installation, and maintenance are required in order for this device to function as tested. 
2 

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. 

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 oftested 

conditions. 

Name ofsystem: Custom-Pak 4800 Delineator with or without light 

Type of system: Work Zone Delineator 

Test Level: MASH Test Level 3 (TL3) 

Testing conducted by: KARCO Inc. 

Date of request: June 1, 2016 

Date initially acknowledged: June 15, 2016 

Date of completed package: November 17, 2016 

FHW A 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: 

• 	 Significant modifications - For these modifications, crash test results must be submitted 

with accompanying documentation and videos. 

• 	 Non-signification modifications - For these modifications, a statement from the crash test 

laboratory on the potential effect ofthe modification on the ability of the device to meet 

the relevant crash test criteria. 

FHWA'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. 

Any user or agency relying on this eligibility letter is expected to use the same designs, 

specifications, drawings, installation and maintenance instructions as those submitted for review. 
3 

You are expected to certify to potential users that the hardware fumished 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 ofthis 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 

correcl. We reserve the right to modify or revoke this Jetter if: (l) there are any inaccuracies in 

the infonnation 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. 

Standard Provisions 

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

control number WZ-347 shall not be reproduced except in full. This letter and the test 

documentation upon which it is based are public inf01mation. 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. 

• 	 Ifthe subject device is a patented product it may be considered to be proprietary. lf 

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 ofroad for experimental purposes. Our regulations concerning proprietary 

products are contained in Title 23, Code of Federal Regulations, Section 635.41 1. 

Sincere ly yours, 

Michael S. Griffith 

Director, Office ofSafety Technologies 

Office of Safety 

Enclosures 
Version 10.0 (OS/16) 

Page 1 of 4 

Request for Federal Aid Reimbursement Eligibility 

ofHighway Safety Hardware 

.. 

cu 

i; 

E 

.a 

:I 

VI 

Date of Request: June 1, 2016 I ~New r Resub.mlsslon 

Name: Robert L Ramirez 

Company: KARCO Engineering INC 

Address: 9270 Holly Rd., Adelanto, CA 92301 

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. 

Qgv!~ I It1ilog Crl~erlon - ~algr fCQ!!! rigbl to lgfi ~~Cling witb Ig5l Lg~gl 11:-'l~fl 

System Type Submission Type Device Name I Variant Testing Criterion 

WZ': Crash Worthy Work (i' Physical Crash Testing AASHTOMASH 

Zone Traffic Control Devices (' Engineering Analysis 

4800 Delineator 

Test 

Level 

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 Orcanlzatlon responsible for the product: 

Contact Name: Mark M. Rutenbeck Same as Submitter D

Company Name: Custom-Pak Incorporated Same as Submitter D

Address: 86 Sixteenth Avenue North, Clinton, IA 52732 Same as Submitter D

Country: United States Same as Submitter D

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

Eligibility Process for Safety Hardware Devices' document. 

Subject: Disclosure of financial Interest 

KARCO Engineering, LLC is an independent research and testing laboratory having no 

affiliation with any other entity. The company Is solely-owned and operated by Mr. Frank D. 

Richardson and Ms. Jennifer W. Peng (husband and wife) and was established on September 

2, 1994. KARCO is actively Involved In data acquisition and compliance/certification testing for a 

variety of government agencies and equipment manufacturers. 

The principals and staffof KARCO Engineering 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. Ifany 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. 
Version 10.0 (05/16) 

Page 2 of 4 

PRODUCT DESCRIPTION 

New Hardware or Modification to 

(e Significant Modification (' Existing Hardware 

The Custom-Pak 4800 Delineator is a work-zone traffic control device composed of a delineator and a 

hexagonal base. For this test, an Empco-Llte Model 400 warning light was Installed on the delineator. The 

delineator weighs 3.0 lbs (1.4 kg), the base weighs 15.0 lbs (6.8 kg) and the Empco-Llte Model 400 warning light 

weighs 3.0 lbs (1.4 kg). The assembled 4800 Dellneator with Empco-Llte Model 400 Installed has a total weight 

of 21.0 lbs (9.5 kg) and a max height of4.8 ft. (1.5 m). 

The delineator Is composed of a blend of high-density polyethylene (HOPE) and low density polyethylene 

(LDPE).The dellneator has a variable diameter along Its height. The top section has a diameter of 4.4 In. (112 

mm) and the bottom section has a diameter of 7.5 in. (191 mm). The dellneator has a wall thickness of 0.09 in. 

(2 mm) at the top and bottom zone wall thickness of0.12 in. (3 mm). The delineator has a 6.2 in. (157 mm) 

extrusion at the top with a maximum thickness of 1.3 In. (33 mm). 

The hexagonal base is composed of recycled rubber and Is 2.0 in. (51 mm) thick. The width across the flat 

edges measures 15.0 in. (381 mm). The base has a7.8 In. (198 mm) diameter hole at the center through which 

the delineator Is inserted. 

CRASH TESTING 

By signature below, the Engineer affiliated with the testing laboratory, agrees in support ofthis 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: Robert L. Ramirez 

Robert L. Ramirez DN:m-Ralltrt 

Dtglhll1 Slglt!d L-!7t<. bJ RalltrtLDolWICO Eng!nttr~ o.i. Engineer Signature: e:'Nll•rramttnaUa.com. c•US Date: :ZOl6.D6JJ7 IJ:JJ:SO -07W 

Address: 9270 Holly Rd., Adelanto, CA 92301 Same as Submitter 181 

Country: United States Same as Submitter 181 

A brief description ot eacn crasn test ana its result: 

Required Test Narrative Evaluation 

Number Description Results 

Test not conducted based on the test article 

3-70(11000 weighing less than 220 lbs (100 kg) per Non-RelevantTest, not conducted 

MASH. 
Version 10.0 (05/16) 

Page 3 of 4 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

3-71 (1100() 

Test Date 2-15-2016 - KARCO Test #TRP36039-03-NC Complete Report. MASH 

Test 3-71 Involves a 1 lOOC passenger car 

Impacting the delineator at a nominal 

speed of 62 mph (100 km/h) and a critical 

Impact angle of 0° and 90° with the 

centerline of the vehicle aligned with the 

centerline of the dellneator. This test Is 

primarily Intended to evaluate behavior of 

the dellneator during high-speed Impacts. 

For this test a 2010 Kia Rio weighing 2,471.2 

lbs (1,121.0 kg) impacted two delineators 

spaced 65.5 ft. (20.0 m) apart. The first 

Impacted dellneator was set at 0° and was 

Impacted at a velocity of 62.35 mph (100.34 

km/h). The second delineator was set at 90° 

and was Impacted at a velocity of 60.93 

mph (98.06 km/h). Upon Impact, both the 0° 

and 90° delineators detached from their 

respective bases and impacted the vehicle's 

hood. The mounted warning light detached 

from the dellneator oriented at 0°. The test 

vehicle sustained damage to the hood and 

front bumper due to the impacts with the 

4800 Delineator. 

The 4800 Delineator passed all evaluation 

criteria for MASH Test 3-71 . 

PASS 

3-72 (2270P) 

Test Date 2-15-2016 - KARCO Test #TRP36039-o7-NC. MASH Test 3-72 Involves a 

2270P pickup truck Impacting the 

delineator at a nominal speed of 62 mph 

(100 km/h) and a crltlcal Impact angle of0° 

and 90° with the centerline of the vehicle 

aligned with the centerline of the 

delineator. This test Is primarily Intended to 

evaluate behavior of the delineator during 

high-speed Impacts. 

For this test a 2010 RAM 1500 weighing 

5,103.7 lbs (2,315.0 kg) Impacted two 

delineators spaced 65.6 ft. (20.0 m) apart. 

The first impacted delineator was set at 0° 

and was impacted at a velocity of 60.82 

mph (97.88 km/h). The second dellneator 

was set at 90° and was Impacted at a 

velocity of 59.75 mph (96.16 km/h). Upon 

Impact, both the 0° and 90° delineators 

detached from their respective bases and 

the mounted lights tore from the top 

extrusion. The top extrusion broke from the 

delineator oriented at 0°. The test vehicle 

sustained damage to the hood due to the 

impacts with the 4800 Delineator. 

The 4800 Dellneator passed all evaluation 

criteria 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: KARCO Engineering, INC 

Laboratory Signature: Robert L. Ramirez Dlgl,.lly 1lgnod by Aobort L Roml,.1 

ON: m•RDb.rt L Rarmn,o-KARCO lnglntertng.ou, 

emlll-rramlrHGbtco.com. C•fJS 

o.te: 101~711]4;17.(JTOO' 

Address: 9270 Holly Rd., Adelanto, CA 92301 Same as Submitter 181 

Country: United States Same as Submitter 181 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

TL-371, December 18, 2015 through December 18, 2017 

Submitter Signature*: Robert L. Ramirez==-~--:"" ~~,-~ 

a.e.-z:1~.ce1111uu1 c1t0 

I . Submit Form 

~'r~bt'ltttw1L.bnlft 

Version 10.0 (OS/16) 

Page 4 of 4 

ATTACHMENTS 

Attach to this fonn: 

l) 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 
. : : . .. 

86-16th Avenue North • Clinton. IA 52732 • www.custom-pak.com • 563-242-1801 

November 17, 2016 

Mr. Nicholas A. Artimovich, II 


Highway Engineer, Safety Design Team 


Office of Safety Technologies, Rm E71-322 


Federal Highway Administration 


U.S. Department of Transportation 


1200 New Jersey Avenue, SE 


Washington, DC 20590 USA 


Dear Mr. Artimovich, 

This letter is to confirm that the four devices tested by Karco Engineering and submitted by 

Custom-Pak Inc. for FHWA Eligibility Letter numbers; 

2016-3943, 28n Delineator, WZ345 

2016-3944, 42" Delineator, WZ346 

2016-3945, 4800 Delineator, WZ347 

2016-3946, Vertical Panel, WZ 348, 

were each tested in accordance with the AASHTO Manual for Assessing Safety Hardware and 

met the MASH evaluation criteria. 

We hereby request FHWA Review of these four devices. 

If any additional information or fees are due in association with our request, please advise us of 

the requirements so we can comply. 

We thank you for your assistance in obtaining our Eligibility Letters and Numbers. 

~~~ Mark Rutenbeck· 


Vice President, General Manager 


Custom-Pak, Inc. 


86 15th Avenue N. 


Clinton, IA 52732 


Tax ID 42-1022942 
SECTION4 


MASH TEST 3-71 SUMMARY 


CRITICAL IMPACT ANGLE: 0° 


Test Article: Custom-Pak 4800 Delineator Project No. .P36039-03 

Test Program: MASH 3-71 Test Date: 02/15/16 

0.000 s 

SEQUENTIAL PHOTOGRAPHS 

0.010s 0.020 s 0.040s 0.060 s 0.150 s 

PLAN VIEW 

-15 ft Oft 15ft JOit 45ft 60ft 75ft 90ft 105ft 120ft 135ft 150ft 165ft 180ft 195ft 210ft 

Pre-Test 

eArticle 

•Vehlde 

Poat-Test 

•Article 

eVehide 

II Debris 

• 

• 

• 

8 TR-P36039-03-NC 

SECTION 4 ... (CONTINUED) 


MASH TEST 3-71 SUMMARY 


CRITICAL IMPACT ANGLE: 0° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-03 

Test Program: MASH 3-71 Test Date: 02/15116 

SUMMARY TABLE 


GENERAL INFORMATION IMPACT CONDmONS 

TEST AGENCY KARCO Engineering, LLC. IMPACT VELOCITY 62.35 mph (100.34 km/h) 

TEST NUMBER P36039..Q3 IMPACT ANGLE (") 0 

TEST DESIGNATION 3-71 IMPACT LOCATION I ORIENTATION Centerofdellneatorto centerline ofvehlcle 

TEST DATE 2115/16 EXIT CONDmONS 

TEST ARTICLE EXIT VELOCITY 

NAME/MODEL 4800 Dellneator VEHICLE STABILITY Satisfactory 

TYPE Work-Zone Traffic Control Device VEHICLE SNAGGING None 

KEY ELEMENTS Dellneator, Base and Wamlng Light 

VEHICLE POCKETING None 

MAXIMUM ROLL ANGLE (

0 

) 

ARTICLE LENGTH NIA MAXIMUM PITCH ANGLE (

0 

) 

TOTAL INSTALLATION LENGTH NIA MAXIMUM YAW ANGLE(°) 

HEIGHT 4.8 ft (1.5 m) KINETIC ENERGY 322.3 kin-ft (437.0 kJ} 

TOTAL WIDTH NIA OCCUPANT RISK VALUl:S 

TYPE I DESIGNATION 1100C 

YEAR, MAKE AND MODEL 2010 Kia Rio THIV 

CURB MASS 2,471.2 lbs (1,121.0 kg) 

PHO 

TEST ARTICLE POST -IMPACT 

TEST INERTIAL MASS 2,471.2 lbs (1,121.0 kg) 

ARTICLE DAMAGE Base and warning light separated from dellneator 

VEHICLE DAMAGE 

VEHICLE DAMAGE SCALE NIA 

GROSS STATIC MASS 2,625.6 lbs (1, 191.0 kg) COLLISION DAMAGE CLASSIFICATION 12FCMN1 

MAXIMUM DEFORMATION N/A 

Values not calculated due to test article weight being less than 220 lbs (100 kg) 

9 TR-P36039-03-NC 

SECTIONS 


MASH TEST 3-71 SUMMARY 


CRITICAL IMPACT ANGLE: 90° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-03 

Test Program: MASH 3-71 Test Date: 02/15/16 

O.OOOs 

SEQUENTIAL PHOTOGRAPHS 

0.010 s 0.020 s 0.040s 0.060s 0.170s

PLAN VIEW 

·15ft Oft 1511 3011 4511 6011 7511 90ft 10511 12011 135ft 150ft 16511 18011 195ft 210ft 

• 

• 

Pre-Test 

oArtide 

•Vehicle 

Post-Test 

•Artide 

•Vehicle 

• Debris 

10 TR-P36039-03-NC 

SECTION 5 ••• (CONTINUED) 


MASH TEST 3-71 SUMMARY 


CRITICAL IMPACT ANGLE: 90° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-03 

Test Program: MASH 3-71 Test Date: 02/15/16 

SUMMARY TABLE 


GENERAL INFORMATION IMPACT CONDITIONS 

TEST AGENCY KARCO Engineering, LLC. IMPACT VELOCITY 60.93 mph (98.06 km/h) 

TEST NUMBER IMPACT ANGLE (

0 

) 90 

TEST DESIGNATION 

P36039-03 

3-71 IMPACT LOCATION I ORIENTATION Center of dellneator to centerline of vehicle 

TEST DATE 2/15116 EXIT CONDITIONS

TEST ARTICLE EXIT VELOCITY 

NAME/MODEL 4800 Dellneator VEHICLE STABILITY Satisfactory 

TYPE Work-Zone Traffic Control Device VEHICLE SNAGGING None 

VEHICLE POCKETING None KEY ELEMENTS Dellneator, Base and Wamlng LJght MAXIMUM ROLL ANGLE (

0 

) 

ARTICLE LENGTH MAXIMUM PITCH ANGLE {

0 N/A }

MAXIMUM YAW ANGLE (

0

TOTAL INSTALLATION LENGTH NIA )

HEIGHT 4.8 ft (1.5 m) KINETIC ENERGY 307.8 kip.ft (417.4 kJ) 

TOTAL WIDTH NIA OCCUPA II RJSKVALUES

TYPE I DESIGNATION 1100C RIDEDOWN Lonaitudlnal .S..s~\\;::0/2.-s,~'"-ce:'"::iE~@~§d~~S:.~~::"o:cc'c~:~,-~ •

ACCELERATION 1-La-t...era..._I---+l,-,~:t_-i§,..,~...>...,~.... ':.s""':;:.-'.,,..-,,.... :i_""":=:::...... s_.,.~""~s.;;o;;:?'""2""':2""'-s"""~:.::~'""'-~'""s""'§s'""'s_:""'-;.c,,-e:::::-,~"",.,~.::J • 

YEAR, MAKE AND MODEL 2010Kla Rio THIV 

PHO

CURB MASS· 2,471.2 lbs (1,121.0 kg) TEST ARTICLE POST-IMPACT 

ARTICLE DAMAGE Dellneator separated from base TEST INERTIAL MASS 2,471.2 lbs (1,121.0 kg) VEHICLE DAMAGE 

VEHICLE DAMAGE SCALE NIA 

GROSS STATIC MASS 2,625.6 lbs (1,191.0 kg) COWSION DAMAGE CLASSIFICATION 12FCMN1 

MAXIMUM DEFORMATION NIA 

Values not calculated due to test article weight being less than 220 lbs (100 kg) 

11 TR-P36039-03-NC 

SECTION4 


MASH TEST 3-72 SUMMARY 


CRITICAL IMPACT ANGLE: 0° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-07 

Test Program: MASH 3-72 Test Date: 02/15/16 

SEQUENTIAL PHOTOGRAPHS 


LL, • .·"}, 2.. ' 

0.000 s 0.010 s 0.020 s 0.040s 0.060s 0.150s

PLAN VIEW 

·15ft Oft 1511 30ft 4511 6011 75ft 9011 105ft 121lft 13511 150ft 165ft 10Clft 19511 210ft 

Pre-Tost 

eAltlde 

•Vehicle 

Post-Tost 

•Altlde 

•Vehlde 

• Debris 

9 TR-P36039-07-NC 

SECTION 4 •.. (CONTINUED) 


MASH TEST 3-72 SUMMARY 


CRITICAL IMPACT ANGLE: 0° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-07 

Test Program: MASH 3-72 Test Date: 02/15/16 

SUMMARY TABLE 


GENERAL INFORMATION IMPACT CONDmONS 


TEST AGENCY 
 KARCO Engineering, LLC. IMPACT VELOCITY 60.82 mph (97.88 km/h) 


TEST NUMBER 
 P36039-07 IMPACT ANGLE (

0 

) 0 


TEST DESIGNATION 
 3-72 IMPACT LOCATION I ORIENTATION Center of del!neatorto centerline of vehicle 

TEST DATE 2115116 EXIT CONDmONS 


TEST ARTICLE 


NAME/MODEL 
 4800 Delineator VEHICLE STABILITY Satisfactory 


TYPE 
 Work-Zone Traffic Control Device VEHICLE SNAGGING None 

VEHICLE POCKETING None KEY ELEMENTS Dellneator, Base, Wamlng Ught MAXIMUM ROLL ANGLE (") 


ARTICLE LENGTH 
 NIA MAXIMUM PITCH ANGLE (°) 


TOTAL INSTALLATION LENGTH 
 N/A MAXIMUM YAW ANGLE(") 


HEIGHT 
 4.8 ft (1.5 m) KINETIC ENERGY 631.1 klo-ft (855.7 kJ) 


TOTAL WIDTH 
 NIA OCCUPAI I RISK u I

...,.R•o•AD,;;;;;,,,;s.u.RF...,..A•cE._________~~_...!"'!"!'!'!ll!l"~----..,..Asn•!ha•1t-...__________~occupANT1MPACT~Lo~m~gi1tu~d~1na~1==~:, ,;;;; ;0 s, ,; ui0~s~:lc:ciilil0;~,:,c -' 0i0i0ilc' TEST VEHICLE VELOCITY Lateral ·... . Ji: ,?£ ' ·''· , - 1 

i-"!TYP!!!'!!!!~E~/~D~ES~l~G~NA~T~IO~N~--------..,..-----------"'!22~70~P!------------..---~R~ID~E~O~O~W~N~--t;;Lo:n~1-a~i1~w~d~l~n~a~I:::~:=~ 111111111 F:fiid'" =~~" 111 111111 1

ACCELERATION Lateral - 1 

YEAR, MAKE AND MODEL 2010 RAM 1500 :~ , : 

CURB MASS 5,017.6 lbs (2,276.0 kg) TEST ARTICLE POST-IMPACT 

ARTICLE DAMAGE Base and warning Hght separated from dellnea1or TEST INERTIAL MASS 5,103.6 lbs (2,315.0 kg) VEHICLE DAMAGE 

VEHICLE DAMAGE SCALE NIA 


GROSS STATIC MASS 
 5,103.6 lbs (2,315.0 kg) COLLISION DAMAGE CLASSIFICATION 12FCMN1 

MAXIMUM DEFORMATION NIA 

Values not calculated due to test article weight being less than 220 lbs (100 kg) 

10 TR-P36039-07-NC 

SECTION 5 


MASH TEST 3-72 SUMMARY 


CRITICAL IMPACT ANGLE: 90° 


Test Article: Custom-Pak 4800 Delineator Project No. P36039-07 

Test Program: MASH 3-72 Test Date: 02/15/16 

SEQUENTIAL PHOTOGRAPHS 


0.0005 0.010 s 0.020 s 0.040s 0.080s 0.150 s

PLANVJEW 

-15ft Oft 15 ft 30 ft 45 ft 60 ft 75 ft 90 ft 105ft 120ft 135ft 150ft 165ft 180ft 195ft 210ft 

Pro-lost 

eArtide 

•Vehide 

Post· Test 

•Altlclo 

•Vehicle • • Debris

• 

• 

11 TR-P36039-07-NC 

SECTION 5 ••. (CONTINUED) 

MASH TEST 3-72 SUMMARY 

CRITICAL IMPACT ANGLE: 90° 

Test Article: Custom-Pak 4800 Delineator Project No. P36039-07 

Test Program: MASH 3-72 Test Date: 02/15/16 

SUMMARY TABLE 

TEST AGENCY 

TEST NUMBER 

GENERAL INFORMATION IMPACT CONDITIONS 

KARCO Engineering, UC. IMPACT VELOCITY 59.75 mph (96.16 km/h) 

P36039-07 IMPACT ANGLE (°) 90 

TEST DESIGNATION 3-72 IMPACT LOCATION I ORIENTATION Center of dellneator to centerline of vehicle 

TEST DATE 2/15/16 EXIT CONDITIONS 

TEST ARTICLE EXIT VELOCITY !·-.··,:--~ -----~···-~ :._: ... ·-·:... ­.... ·...... .._-.:-:,,_-.:.---·~---··· :· . ···-... · .... -

NAME/MODEL 4800 Dellneator VEHICLE STABILITY Satisfactory 

TYPE Work-Zone Traffic Control Device VEHICLE SNAGGING None 

KEY ELEMENTS Dellneator,Base, Warning Light 

VEHICLE POCKETING None 

MAXIMUM ROLL ANGLE (°) 

ARTICLE LENGTH NIA MAXIMUM PITCH ANGLE (

0 

) 

TOTAL INSTALLATION LENGTH NIA MAXIMUM YAW ANGLE (

0 

) 

HEIGHT 4.8 ft (1.5 m) KINETIC ENERGY 609.1 kin-ft {825.8 kJ) 

TOTAL WIDTH NIA 0 ·· ·· TRJSK. 

~R~O:;:AD~S~U~R~F~'A~C::.E-----~*~~:"':"'----=iAmi;,o!ha:=lt.______-1 OCCUPANT IMPACT Longitudinal 

TEST VEHICLE VELOCITY Lateral 

TYPE I DESIGNATION 2270P 

YEAR, MAKE AND MODEL 2010 RAM 1500 THIV 

CURB MASS 5,017.6 lbs (2,276.0 kg) PHO 

TEST ARTICLE POST -IMPACT 

Base and warning llght separated from dellnaator TEST INERTIAL MASS 5,103.6 lbs (2,315.0 kg) ARTICLE DAMAGE 

VEHICLE DAMAGE 

VEHICLE DAMAGE SCALE NIA 

GROSS STATIC MASS 5, 103.6 lbs (2,315.0 kg) COWSION DAMAGE CLASSIFICATION 12FCMN1 

MAXIMUM DEFORMATION NIA 

Values not calculated due to test article weight being less than 220 lbs (100 kg) 

12 TR-P36039-07-NC 

48.44 48.44 

R0.25 

40.99 

06.25 

«;; ~ 2.(-5 

126.78° '>' 3.46 

I I :.,_t , 

• 

2.87 I 

R0.25 l.38 

06.87 

07.50 

NOTES: 

1- Material BLEND HOPE+ LOPE 6- Part must be properly 

protected during shipment 

2- Wall thickness must be 0.090". to prevent damage. 

3- Flash will be less than 0.030" 7- Wall thickness: 

Bottom zone should be 0.120 +/- 0.030 

4- Part must be dean of oil and General should be 0.090 +/- 0.030" 

dust on collars zone. 

5- Part should not be bent or 

twisted. 

! TOLERANCES COMMENTS: TRAFFIC-PAK IFOIST INCH: +-0.010 COLOR: I

EACH AOITIONAL TITLE: INCH UP TO +-0.005 


lENINCHES 


PER INCH FOR EACH UNlfSS OTHERWISE SPEC!AED: 4800 delineator INCH THERE AA +-0.003 DIMENSIONS ARE IN INCHES 

PllOP!ETAllY MD alNmlDmAL 
 MATERIAL: 
 DWGNO. 


THE IHFORMAnON CONTAINED IN THIS 
 BLEND HDPE + LDPE REV DRAWING IS THE SOU PROPERTY OF 

==~=TOAMAWtlOJ FINlSHING:NO TEXTURE 93005-0014 WITHOUT THE WRITTEN PERMISSION OF I CUSTOM.PAK INC. IS PROKIBITED. ! DO NO SCALE DRAWING WEIGHT: 3:-02L8 SCALE 1:10 ICATE: 27·JAM-201' . ' 

4 l.13 

A 

l 

I 

6.04 

I 

' 

0 63 

l.25 ~ 

l~ 

104.38 

05.00 


05.62 


5 4 3 2 

1 
TOP VIEW aonoM VIEW 

15.00 

010.75 

07.75 ---~- --1 

B 

1.50 

7.75 


21 
 NOTE: 

The Height of the Rubber Base 

depend of the Weight. o. t-~~~ __1_0._75__~-<>1~ SECTION B·B 

UNLESS OTHERWISE SPECIFIED: NAME DATE TRAFFIC-PAK i DIMENSIONS ARE IN INCHES DRAWN I 

: TOLERANCES: I

CHECKED 
 iTITLE:

ANGULAR: MACH! BEND! 


FRACTIONAL! 

ENGAPPR. Rubber Base lWO PLACE DECIMAL ! 


lHREE PLACE DECIMAL ! MFGAPPR. for 4800 Traffic Dellneator


PIOPll!l'AIY AND CONADINTIAL MATERIAL i Q.A. 


Rubber or Recycled Tire · COMMENTS:
 THE INFORMATION CONTAINEO IN THIS 

DRAWING IS THE SOLE PROPERTY OF Rubber SIZE DWG. NO. REV

<l'ISERT COMPANY NAME HERE>. ANY 

REPRODllCllON IN PART OR AS A WHOLE FINISH A Rubber Bose 1 

WITHOUT THE WRITTEN PERMISSION OF 

<INSERT COMPANY NAME HERE> IS 

PROHIBITED. SCAif: 1:5 SHEET 1OF1 DO NOT SCALE DRAWING !WEIGHT: 15, 18 and 20 Lb 

5 4 3 2