truck & trailer-truck mounted attenuators (group … (5) arrowbrd/2019/street...base unit...

File A210-08-2019Vendor NameContact PersonStreet AddressPO BoxCity State ZipPhone Toll Free Fax Email Address

30 Information Requested Answer

Manufacturer Traffix Devices Inc

Make and ModelTraffix | 10002-TL3-12TA| Scorpion TL-3 Trailer Attenuator NCHRP 350 $2215100Traffix | 10000-TL3M-12TA | Scorpion II MASH TL-3 Trailer Attenuator $2452900Traffix | 10002 - TL2-12TA| Scorpion TL-2 Trailer Attenuator NCHRP 350 $1577400

Warranty Length (In days months or years) 1 year

31 Date amp ID of Price List 1072019 SSR-TR-TA

32 Discount to be applied to Price List 0

33 Price per loaded mile for delivery $ 100 Delivery Starting Point Address Lino Lakes MN 55014

34 Price for additional set of manuals (service parts amp operations) Paper $0Digital $0

35 PERFORMANCEWARRANTY OPTIONS

NA

36 INSTALLATION

Arrowboard CMS Upright Frame Installation to Trailer Attenuator 50000$ $$

37 OPTIONAL UPGRADE ITEM(S)

Traffix | 10480 | Upright Frame Assembly 225800$ Traffix | VUL 10419 | Vertical Upright AB Lift 249900$ Traffix | MnDOT Light Package 14500$ Traffix | 10588-02 | Strobe Light Kit 21000$ Traffix | 13147-KIT | Trailer Tongue Extender 425 57600$ Traffix | 13260 | Spare Tire 18700$ Ver-Mac | OPT-Attenuator Package | Battery 40 Watt Panel amp Frame 169200$ Ver-Mac | VM-4825 | 25 Light Arrowboard w Wireless Controller 250000$ Ver-Mac | VM-4825L-ST | 25 Light Arrowboard w Wireless Controller (use with Solar) 253500$ Ver-Mac | VMS-A16 | Electric Actuator Rack for 4 x 8 Arrowboards (Top Part) 171400$ Solar-Tech | ATC-UMK-25-WR | Silent Sentinel 25L Arrowboard - Wireless Controller 217500$ DigiKey | NEMA Enclosure 18500$

38 MNDOT TRAILER WIRING

Price $000

Use this section to offer installation costs to mount TMA arrow amp message boards etc Add as many lines as needed

Use this section for items not listed in manufacturers price list These items must be an upgrade to TMA operation or functionality Responder must give manufacturer name and item number Add as many lines as needed

7526 4th Ave

TRUCK amp TRAILER-TRUCK MOUNTED ATTENUATORS (Group II) BASE UNIT REQUIREMENTS - SPECIFICATION NO 30

SWIFT EVENT NO 9974

Street Smart Rental LLCMatt Krengel

Cost for Trailer Wiring per MNDOT Specification See attached drawing

548Lino Lakes MN 55014

651-653-4648888-653-6800651-653-4631

mkrengelstreetsmartrentalcom

Note The Discount to be Applied to Price List must be a numeric percentage which may include 0 Not listing a numeric percentage may result in your bid being rejected

Use this section to offer performanceextended warranty options and include cost (Specify days months or years extended term covers) Add as many lines as needed




Make and ModelTraffix | 10000 -TL3-12C| Scorpion TMA TL-3 NCHRP 350 Truck Mount $1881400Traffix | 10000 - TL3M-12C | Scorpion II MASH TL-3 Truck Mount $1952000Traffix | 10000-TL2-12DT | Model A-TL2 for Dump Trucks $1595600Traffix | 10000-TL2-12FB | Model A-TL2 for Flat Bed Trucks $1592800


31 Date amp ID of Price List 1072019 SSR-TR-TMA





NA$$

36 INSTALLATION

$$$


Traffix | P6 6 Fast Trak Extension Frame 229600$ Traffix | P2 12 Fast Trak Extension Frame 268400$ Traffix | P8 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 350500$ Traffix | P4 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 399900$ Traffix | P0 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 454600$ Traffix | P3 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 474300$ Traffix | T6 6 Fast Trak Extension Frame 254900$ Traffix | T2 12 Fast Trak Extension Frame 293700$ Traffix | T8 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 323600$ Traffix | T4 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 425200$ Traffix | T0 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 479900$ Traffix | T3 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 499600$ Traffix | P2LP 12 Fast Trak Extension Frame 260200$ Traffix | P8LP 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 421300$ Traffix | P4LP 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 421600$ Traffix | P0LP 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 422000$ Traffix | P3LP 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 441700$ Traffix | T2LP 12 Fast Trak Extension Frame 285500$


SWIFT EVENT NO 9974

Lino Lakes MN 55014

Street Smart Rental LLCMatt Krengel7526 4th Ave

548



651-653-4648888-653-6800651-653-4631




Traffix | T8LP 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 446600$ Traffix | T4LP 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 446900$ Traffix | T0LP 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 447300$ Traffix | T3LP 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 467000$ Traffix | 10750 | Drop Jack Bracket (qty 1) 13000$ Traffix | 10725 | Drop Jack with 6 Caster (qty 1) 14500$ Traffix | 10701 MNJ | Heavy Duty Swivel Jack 6 Caster (qty 1) 36600$ Traffix | 10390 | Permanent Mount Hydraulic Lift 441800$ Traffix | 10310-SD Upgrade to Super Duty Jacks from HD Swivel Jacks 118000$ Traffix | 10729-06 Upgrade Strut Rear Jacks to Super Duty Crank Jacks 105200$ Traffix | 10476-06-LD 6 High Reach w Light Duty Swivel Jacks 163600$ Traffix | 10476-06-HD 6 High Reach w Heavy Duty Swivel Jacks 182600$ Traffix | 10476-06-SD 6 High Reach w Super Duty Bolt on Jacks 238400$ Traffix | 10476-12-HD 12 High Reach w Heavy Duty Swivel Jacks 223700$ Traffix | 10476-12-SD 12 High Reach w Super Duty Bolt on Jacks 279500$ Traffix | 10476-18-HD 18 High Reach w Heavy Duty Swivel Jacks 371400$ Traffix | 10476-18-SD 18 High Reach w Super Duty Bolt on Jacks 427200$ Traffix | 10476-24-HD 24 High Reach w Heavy Duty Swivel Jacks 388500$ Traffix | 10476-24-SD 24 High Reach w Super Duty Bolt on Jacks 444300$ Traffix | 10476-30-HD 30 High Reach w Heavy Duty Swivel Jacks 517400$ Traffix | 10476-30-SD 30 High Reach w Super Duty Bolt on Jacks 573200$ Traffix | 10511A-8FT | 8 Foot Longer Cord for Lights 8700$ Traffix | 10928-8FT | 8 Foot Longer Side Battery Cable 12100$ Traffix | 10929 | Quick Release Kit T-Pin 96500$ Traffix | 11027 | In Cab Controller with 30 Cable 27700$ Traffix | 11088 | 12 Extender Frame Kit with 4 T-Pins for Quick Removal 200400$ Traffix | 11087 | 24 Extender Frame Kit with 4 T-Pins for Quick Removal 379400$ Traffix | 11130 | Flat Bed Side Support Upgrade 65500$ Traffix | 11154 | Dump Truck Side Support Upgrade 50000$ Traffix | 11160-A | Fast Trak Vertical AB Hydraulic Lift 226200$ Solar-Tech | ATC-UMK-25-WR | Silent Sentinel 25L Arrowboard - Wireless Controller 217500$ SSR | SSR-TA-1 | Smart Brick Trailer Attenuator Message Board 1186900$ SSR | SSR-TA-Mount | SSR-TA Electric Actuator Mount 257100$ Ver-Mac | TM-548B5GCTDI | TM-548 Message Board 884000$ Ver-Mac | VM-4825 | 25L Arrowboard wWireless Remote Control 250000$ Wanco | WB8-LSAC | 4 x 8 25 Light Arrowboard with 15 harness - No Mount 261400$


Price $000


US Depor IPerI of Transportation

Federal Highway Administration

1200 New Jersey Ave SE Washington DC 20590

September 15 20 17 In Reply Refer To HSST-1 CC-138

Mr Felipe Almanza TrafFix Devices Inc 160 A venida La Pata San Clemente CA 92673

Dear Mr Almanza

This letter is in response to your May 4 2017 request for the Federal Highway Administration (FHW A) to review a roadside safety device hardware or system for eligibility for reimbursement under the Federal-aid highway program This FHW A letter of eligibility is assigned FHW A control number CC-138 and is valid until a subsequent letter is issued by FHW A that expressly references this device

Decision

The fo llowing devices are eligible with details provided in the form which is attached as an integral part of this letter

bull Scorpion II Trailer Attenuator

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 FHW A agrees that the device described herein meets the crash test and evaluation criteria of the AASHTOs 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 Scorpion II Trailer Attenuator Type of system Trailer Mounted Attenuator (TMA) Test Level MASH Test Level 3 (TL3) Testing conducted by KARCO Date ofrequest May 1 2017

FHW A concurs with the recommendation of the accredited crash testing laboratory as stated within 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 andor 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 and will need to be tested in accordance with all recommended tests in AASHTOs MASH as part of a new and separate submittal

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 AASHTOs 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

bull To prevent misunderstanding by others this letter of eligibility designated as FHWA control number CC-138 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

bull 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

bull 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 635411

Sincerely

Robert Ritter Acting Director Office of Safety Technologies Office of Safety

Enclosures

Version 100 (0516) of 7

Request for Federal Aid Reimbursement Eligibility of Highway Safety Hardware

_ QI ~ E

0

II)

Date of Request May 01 2017 I r New ( Resubmission

Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc

160 Avenida La Pata San Clemente CA 92672

United States

middotTo 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 amp Testing Criterion - Enter from right to left starting with Test Level I - -_ I System Type Submission Type Device Name Variant Testing Criterion

Test Level

CC Truck-Mounted (e Physical Crash Testing Scorpion II Trailer AASHTO MASH TL3

Attenuators (TMA) ( Engineering Analysis Attenuator

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 Felipe Almanza Same as Submitter ~

Company Name TrafFix Devices Inc Same as Submitter ~

Address 160 Avenida La Pata San Clemente CA 92672 Same as Submitter ~

Country United States 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

TrafFix Devices Inc and Karco Engineering LLC share no financial interests between the two organizations This includes no shared financial interest but not limited to i Compensation included wages salaries commissions professional fees or fees for business referrals iii Research funding or other forms of research support iv Patents copyrights licenses and other intellectual property interests vi Business ownership and investment interests

Version 100 (0516) Page 2 of 7

PRODUCT DESCRIPTION

(e New Hardware or bull Significant Modification

Modification to1

Existing Hardware

The Scorpion Trailer Attenuator (TA) is a mobile crash cushion designed with a trailer tongue and axlewheel assembly for towing by a support vehicle The TA connects directly to the support vehicles trailer connection and from a lunette eye on the attenuator The TA may be used on shadow vehicles stationary block vehicles or on advanced warning vehicles upstream of a moving or stationary operation The Scorpion TA can be used on support vehicles with a min actual curb weight of 12000 lbs with no upper weight limit (infinite weight) Lighting consists of LED or incandescent brake directional and running lights meeting FMVSS requirements and optional strobe flashing lights can be accommodated for enhancement of advanced warning to drivers

he TA has overall dimensions of 178 ft (54 m) x 78 ft (24 m) x 43 ft (13 m) with ground clearance of 120 inplusmn 1 0 in (305 mmplusmn25 mm) The Scorpion TA consists of three (3) main components the trailer tongue front Strut and rear Cartridge The Strut and Cartridge are the attenuation components The trailer tongue is positioned nearest to the support vehicle the Strut is bolted to the tongue and Cartridge The Cartridge is the rear most component furthest away from the support vehicle The Cartridge is typically the first component impacted by an errant vehicle The trailer tongue acts as a standard trailer single point connection under normal towing conditions by the support vehicle The trailer tongue is designed with an integral Telescoping Anti -Rotation System (TARS) that is activated when the TA is impacted The forward sliding action occurs during an impact upon completion of the full telescoping action the outboard anti-rotation supports come into contact with the impact zone which in turn prevents angular rotation about the rear of the host vehicle The TARS impact zone is a designated impact space on the rear of the host vehicle which the TARS anti-rotation support will come into contact when the TARS system engages in the designed forward action The TARS impact zone is symmetrical left to right and is approximately 6 (1524 mm) X 1 0 (2540 mm) and 12 (3048 mm] from the

enterline of the support vehicle The TARS tongue has overall dimensions of 48 ft (15 m) X 63 ft (1 9 m) X 22 t (07 m) The Strut consists of four (4) outboard convex aluminum tubes (two on each side) forming an

aluminum structural weldment The aluminum structural weldments bolt directly to the TARS tongue and the rear Cartridge The structural assembly encompasses the aluminum crush Module D The Module is made from an aluminum outer skin that contains expanded aluminum honeycomb and has overall dimensions of 40 ft (12 m) x 67 ft (20 m) x 20 ft (06 m) The complete assembled Strut consists of two aluminum tube weldments and Module D The Strut has overall dimensions of 48 ft (15 m) x 78 ft (24 m) x 22 ft (07 m) The

artridge consists of four (4) outboard convex aluminum tubes (two on each side) forming an aluminum structural weldment The aluminum structural weldments bolt directly the Struts steel angles and rear trailer diaphragm The TA uses a Cartridge Trailer Diaphragm with an axle wheel attachment for towing the TA The structural assembly encompasses the two-aluminum crush Module Cs Attached to the rear most end of the

artridge is the single crush Module A The complete Cartridge consists of two aluminum tube weldments axle diaphragm mounting angles one Module A and two Module Cs The modules are made from an aluminum outer skin that contains expanded aluminum honeycomb Module A has overall dimensions of 1 0 ft (03 m) x

0 ft (15 m) x 20 ft (06 m) and each Module Chas overall dimensions of 20 ft (06 m) x 50 ft (15 m) X 20 ft (06 m) The complete assembled Cartridge has overall dimensions of 83 ft (25 m) x 78 ft (24 m) x 30 ft (09 m) An optional display panel lifting frame was utilized for all tests to validate the safe performance of a TA with he lifting frame and a mounted display panel The lift frame rotates a display panel from a horizontal stored

position to vertical deployed position with a manual or electrical power lift

T

cf

C

C

5

t

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 Robert L Ramirez

Engineer Signature Robert Ramirez Digitally signed by Robert Ramirez ON cn=Robert Ramirez o=KARCO Engineering ou=Project Engineer emailrramirezkarcocom cUS Date 20170504 093024-0700

Address 9270 Holly Rd Adelanto CA 92301 Same as Submitter D Country United States Same as Submitter D


A brief description of each crash test and its result

Required Test Number

Narrative Description

Evaluation Results

3-50 (1 l00C)

The TA was positioned in line with the test vehicles centerline The inline centered position examines the TAs energy dissipation capacity structural adequacy occupant risk with a rigidly blocked support vehicle for no upper support vehicle weight limit (infinite weight) The test was conducted using a commercially available 2012 Kia Rio 4-door sedan with test inertial mass of 24581 lbs (11150 kg) The vehicle was in good condition was free of major body damage and was not missing any structural components The bumpers were standard equipment and were not modified for this test Based on CarFax reporting there was no recorded history of major accidents was not a salvage titled vehicle not involved in flooding or fire The test vehicle impacted the TA at a velocity of 6019 mph (9687 km hr) and at an impact angle of 08deg The vehicle made initial contact with the rear Cartridge crushing Module A upon impact and the outboard convex tube weldments began to collapse After the convex tube weldments fully collapsed the two inboard Cartridge Modules C contacted each other and were crushed The front Strut sustained moderate collapse of the outboard convex tube weldments and minimal crush of Module D The TA system contained a display panel mounted to the lifting frame and was raised into the vertical deployed position The display panel and lift frame did not pose or show potential to be a hazard in the impact event The impacting vehicle was brought to a controlled stop and remained upright throughout the impact event The test vehicles occupant compartment was not penetrated and there was no measurable in cab deformation beyond the maximum allowable limits The maximum roll and pitch did not exceed 75degand occupant risk values are within limits per MASH specifications for Occupant Impact Velocity and Ridedown Acceleration

PASS




Evaluation Results

3-51 (2270P)

The TA was positioned in line with the test vehicles centerline The in line centered position examines the TAS energy dissipation capacity structural adequacy occupant risk with a rigidly blocked support vehicle for no upper support vehicle weight limit (infinite weight) The test was conducted using a commercially available 2012 RAM 1500 4-door pickup truck with test inertial mass of 50066 lbs (2271 0 kg) The vehicle was in good condition was free of major body damage and was not missing any structural components The bumpers were standard equipment and were not modified for this test Based on CarFax reporting there was no recorded history of major accidents was not a salvage titled vehicle not involved in flooding or fire The test vehicle impacted the TMA at a velocity of 6354 mph (10325 km hr) and at an impact angle of 04deg The vehicle made initial contact with the rear Cartridge crushing Module A upon impact and the outboard convex tube weldments began to collapse After the convex tube weldments fully collapsed the two inboard Cartridge Modules C contacted each other and were crushed The front Strut sets of outboard convex tube weldments fully collapsed and the inner Module D crushed to a near flattened state The TA system contained a display panel mounted to the lifting frame and was raised into the vertical deployed position The display panel and lift frame did not pose or show potential to be a hazard in the impact event The impacting vehicle was brought to a controlled stop and remained upright throughout the impact event The test vehicles occupant compartment was not penetrated and there was no measurable in cab deformation beyond the maximum allowable limits The maximum roll and pitch did not exceed 75degand occupant risk values are within limits per MASH specifications for Occupant Impact Velocity and Ridedown Acceleration

PASS


3-52 (2270P)

The TA was positioned offset 13 of the test vehicles width to the centerline of the test vehicle The offset position examines the capability of a TA to safely attenuate off-center impacts the TMAs structural adequacy occupant risk with a rigidly blocked support vehicle for no upper support vehicle weight limit (infinite weight) The test was conducted using a commercially available 2011 RAM 1500 4-door pickup truck with test inertial mass of 50022 lbs (22690 kg) The vehicle was in good condition was free of major body damage and was not missing any structural components The bumpers were standard equipment and were not modified for this test Based on CarFax reporting there was no recorded history of major accidents was not a salvage titled vehicle not involved in flooding or fire The test vehicle impacted the TA at a velocity of 6060 mph (9752 km hr) and at an impact angle of 13deg The vehicle made initial contact with the rear Cartridge crushing Module A upon impact and the outboard convex tube weldments began to collapse After the convex tube weldments fully collapsed the two inboard Cartridge Modules C contacted each other and were crushed The front Strut sets of outboard convex tube weldments fully collapsed and the inner Module D crushed to a near flattened state The TA system contained a display panel mounted to the lifting frame and was raised into the vertical deployed position The display panel and lift frame did not pose or show potential to be a hazard in the impact event The impacting vehicle was brought to a controlled stop and remained upright throughout the impact event The test vehicles occupant compartment was not penetrated and there was no measurable in cab deformation beyond the maximum allowable limits The maximum roll and pitch did not exceed 75degand occupant risk values are within limits per MASH specifications for Occupant Impact Velocity and Ridedown Acceleration

PASS


3-53 (2270P)

The TA was positioned offsetfrac14 of the test vehicles width and at a nominal angle of 10deg with the center of the test vehicle The offset and angular position impact examines the energy dissipation capacity of a TA the TAs structural adequacy occupant risk and with a minimum support vehicle weight of 135604 lbs (61510 kg) with the parking brake engaged and the transmission in 2nd gear The recorded roll ahead for the support vehicle was 203 ft (62 m) The test was conducted using a commercially available 2012 RAM 1500 4-door pickup truck with test inertial mass of 49989 lbs (226750 kg) The vehicle was in good condition was free of major body damage and was not missing any structural components The bumpers were standard equipment and were not modified for this test Based on CarFax reporting there was no recorded history of major accidents was not a salvage titled vehicle not involved in flooding or fire The test vehicle impacted the TMA at a velocity of 6312 mph (10158 kmhr) and at an impact angle of 98deg The vehicle made initial contact with the rear Cartridge crushing Module A upon impact and the outboard convex tube weldments began to collapse After the convex tube weldments fully collapsed the two inboard Cartridge Modules C made contact with each other and were crushed The front Strut sets of outboard convex tube weldments fully collapsed and the inner Module D crushed to near a near flattened state The TA system contained a display panel mounted to the lifting frame and was raised into the vertical deployed position The display panel and lift frame did not pose or show potential to be a hazard in the impact event The impacting vehicle was brought to a controlled stop and remained upright throughout the impact event The test vehicles occupant compartment was not penetrated and there was no measurable in cab deformation beyond the maximum allowable The maximum roll and pitch did not exceed 75degand occupant risk values are within limits per MASH specifications for Occupant Impact Velocity and Ridedown Acceleration

PASS

3-54 (1500A) Per MASH Test is optional Non-Critical not conducted


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 Ramirez Digitally signed by Robert Ramirez ONcn =Robert Ramirez o=KARCO Engineering ou =Project Engmeeema1l =rramirezkarcocom c=US Date 20170504 0931 S4 -0700

Address 9270 Holly Rd Same as Submitter D Country United States Same as Submitter D Accreditation Certificate Number and Dates of current

Accreditation period

TL-371 December 18 2015 through December 18 2017

Submit Form

ATTACHNIENTS Attach to thi s form

I) Additional disclosures of related financial interest as indi cated above

2) A copy of the fu ll test repo1i 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 acceptab le 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 a lso be subm itted

to fac ilitate our review

FHWA Official Business Only

Eligibility Letter

Number Date Key Words

----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW

-60 ft -45 ft -30 ft -15 ft 0 ft 15 ft 30 ft 45 ft 60 ft

Pre-Test e Article bull vehicle Post-Test

bull Article e veh1cle

20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4

MASH TEST 3-50 SUMMARY

Test Article TrafFix Devices ScorQion II TL3 TA Project No P36284-01

Test Program MASH 3-50 Test Date 111016

SEQUENTIAL PHOTOGRAPHS

9 TR-P36284-01-NC

SECTION 4 (CONTINUED)




GENERAL INFORMATION EXIT CONDITIONS

TEST AGENCY KARCO Engineering LLC EXIT VELOCITY

TEST NUMBER P36284-01 EXIT ANGLE

TEST DESIGNATION 3-50 VEHICLE STABILITY

Satisfactory

TEST DATE 11 1016 FINAL VEHICLE POSITION

31 8 ft (97 m) rearward and 20 ft (06 m) rig ht from its ini tial point on contact TEST ARTICLE

NAME MODEL Scorpion II TL3 TA VEHICLE SNAGGING None

TYPE Trailer Mounted Attenuator VEHICLE POCKETING None

KEY ELEMENTS Curved Tubes Aluminum Honeycomb Support

Frame Cartridge Section

MAXIMUM ROLL ANGLE 15deg

MAXIMUM PITCH ANGLE 38deg

ARTICLE LENGTH 178 ft (54 m) MAXIMUM YAW ANGLE -29deg

HEIGHT FROM GROUND 124 in (315 mm) KINETIC ENERGY 2977 kip-ft (4036 kJ) -lT

MAXIMUM WIDTH 78 ft (24 m) OCCUPANT RISK VALUES

ROAD SURFACE Concrete OCCUPANT IMPACT VELOCITY

Longitudinal 335 fts (102 mis) ~---1

SUPPORT VEHICLE Lateral 00 fts I TOTAL INSTALLATION LENGTH 452 ft (138 m) RIDEDOWN

ACCELERATION

Longitudinal -127 g i YEAR MAKE AND MODEL 1991 Ford F700 Lateral 31 g I RESTRAINT Blocked AQainst Roll Ahead THIV 331 fts (101 mis) t

TEST VEHICLE PHO 128 g 1 TYPE DESIGNATION 1100C ASI 168 bull ~____f

YEAR MAKE AND MODEL 2012 Kia Rio TEST ARTICLE DEFLECTIONS

CURB MASS 25397 lbs (1 1520 kg) DYNAMIC DEFLECTION 892 ft (272 m) ~-~

TEST INERTIAL MASS 24581 lbs (11150 kg) STATIC DEFORMATION 748 ft (228 m) f GROSS STATIC MASS 2631 2 lbs (11935 kg)

ARTICLE DAMAGE Damage to cartridge strut and tongue sections IMPACT CONDITIONS

IMPACT VELOCITY 6019 mph (9687 kmh)

IMPACT ANGLE 08deg VEHICLE DAMAGE

IMPACT LOCATION ORIENTATION 05 in (13 mm) right of TA centerline VEHICLE DAMAGE SCALE

COLLISION DAMAGE CLASSIFI CATION

-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft


e Article u~ sect~DCe v ehicle

9 TR-P36017-01 -NC

SECTION 4








TEST NUMBER P36017-01 EXIT ANGLE middot-TEST DESIGNATION 3-51 VEHICLE STABILITY -middot - -Satisfactory

TEST DATE 120916 FINAL VEHICLE POSITION

104 ft (32 m) forward and 13 ft (04 m) right from its initial point on contactTEST ARTICLE

NAME MODEL Scorpion II TL3 TA VEHICLE SNAGGING None TYPE Trailer Mounted Attenuator VEHICLE POCKETING None

KEY ELEMENTS Curved Rails Aluminum Honeycomb Support




ARTICLE LENGTH 178 ft (54 m) MAXIMUM YAW ANGLE -147

HEIGHT FROM GROUND 128 in (325 mm) KINETIC ENERGY _______(675 7 kip-ft (9162 kJ)



Long itudinal 312 fts (95 mis) bull-----_--c SUPPORT VEHICLE Lateral 07 fts (02 mis) t

TOTAL INSTALLATION LENGTH 452 ft (138 m) RIDEDOWN ACCELERATION

Longitudinal -193 g r YEAR MAKE AND MODEL 1991 Ford F700 Lateral -25 g r RESTRAINT Blocked Against Roll Ahead THIV 31 2 fts (95 mis)

TEST VEHICLE PHO 128 q s TYPE DESIGNATION 2270P ASI j145 -- ---~ YEAR MAKE AND MODEL 2012 RAM 1500 TEST ARTICLE DEFLECTIONS

CURB MASS 49350 lbs (2 2385 kg) DYNAMIC DEFLECTION _

11 98 ft (365 m)

TEST INERTIAL MASS 50066 lbs (2 271 0 kg) STATIC DEFORMATION 1024 ft (312 m)

GROSS STATIC MASS 50066 lbs (22710 kg)



IMPACT ANGLE 04 VEHICLE DAMAGE

IMPACT LOCATION ORIENTATION 068 in (17 mm) left of TMA centerline VEHICLE DAMAGE SCALE ~12-FD-3 COLLISION DAMAGE CLASSIFICATION ---~_ 12FDEW2 ~

10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program


TrafFix Devices ScorQion II TL3 TA

MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft

Pre-Test 151 ft e Article bull vehicle Post-Test

e Article bull vehicle

10 TR-P36165-01-NC








TEST DESIGNATION 3-52 VEHICLE STABILITY Satisfactory


105 ft (32 m) forward and 151 ft (46 m) left from its initial point on contactTEST ARTICLE


TYPE Trai ler Mounted Attenuator VEHICLE POCKETING None



MAXIMUM ROLL ANGLE 95deg a

MAXIMUM PITCH ANGLE -198deg )

ARTICLE LENGTH 17 8 ft (54 m) MAXIMUM YAW ANGLE r363deg l

HEIGHT FROM GROUND 128 in (325 mm) KINETIC ENERGY 6141 kip-ft (8326 kJ) ~ MAXIMUM WIDTH 78 ft (24 m) OCCUPANT RISK VALUES


Long itudinal 302 fts (92 ms)

SUPPORT VEHICLE Lateral 16 fts (05 mis)


Longitudinal -100 g s YEAR MAKE AND MODEL 1991 Ford F700 Lateral -24 g J RESTRAINT Blocked Against Roll Ahead THIV 302 fts (92 ms) ~

TEST VEHICLE PHO 101 g TYPE DESIGNATION 2270P ASI 088 ~_J YEAR MAKE AND MODEL 2011 RAM 1500 TEST ARTICLE DEFLECTIONS

CURB MASS 49857 lbs (2 261 5 kg) DYNAMIC DEFLECTION 11 32 ft (345 m) --ltr7i

TEST INERTIAL MASS 5002 2 lbs (22690 kg) STATIC DEFORMATION 1056 ft (322 m) ~ GROSS STATIC MASS 50022 lbs (22690 kg)


IMPACT VELOCITY 6060 mph (97 52 kmh)


TARGET OFFSET ACTUAL OFFSET 265 in (674 mm) 258 in (655 mm) VEHICLE DAMAGE SCALE LIt--_degli---12-FD-4 COLLISION DAMAGE CLASSIFICATION -~ 12FDEW3

~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s

PLAN VIEW -30 ft -15 fl Oft 1511 30ft 4511 ~-------~---~~---~---~---~---~

Pre~Teat bull Jrttelo bull vehicle Post-Taat

bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY





TEST NUMBER P36177-01 EXIT ANGLE -

TEST DESIGNATION 3-53 VEHICLE STABILITY - - Satisfactory




TYPE Trailer MoLnted Attenuator VEHICLE POCKETING None

KEY ELEMENTS Curved Rails Alumirum Honeycomb Support


MAXIMUM ROLL ANGLE 109deg I MAXIMUM PITCH ANGLE 57deg I

ARTICLE LENGTH 178 ft (54 m) MAXIMUM YAW ANGLE 133deg

HEIGHT FROM GROUND 1275 in (324 mm) KINETIC ENERGY 6658 kip-ft (9027 kJ) ~ MAXIMUM WIDTH 78 t (24 m) OCCUPANT RISK VALUES

ROAD SURFACE Cencrete OCCUPANT IMPACT VELOCITY

Longitudinal --middotmiddot--279 fts (85 ms)

SUPPORT VEHICLE Lateral 39 fts (12 ms)


Longitudinal -126 g

YEAR MAKE AND MODEL 1991 Ford F700 Lateral -3 9 g

RESTRAINT 2nd Gear Parkino Brake Enoaoed THIV 282 fts (86 ms)

TEST VEHICLE PHO 132 g

TYPE DESIGNATION 2270P ASI 108 ~

YEAR MAKE AND MODEL 2012 RAM 1500 TEST ARTICLE DEFLECTIONS

CURB MASS 49868 lbs (22620 kg) DYNAMIC DEFLECTION -_-

983 ft (300 m)

TEST INERTIAL MASS 49989 lbs (22675 kg) STATIC DEFORMATION 910 ft (277 m)





TARGET OFFSET ACTUAL OFFSET 199 in (505 mm) 194 in (493 mm) VEHICLE DAMAGE SCALE 12-FD-4 -~ COLLISION DAMAGE CLASSIFICATION ~ 12FDEW3

10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A

1 Units Feel [m] NOTES UNLESS OTHERWISE SPECIFIED~~~-middot--

MODULE A

827ft [252m]

UNlESS OTHERWI SE SfECIREO All DIMENSIONS ARE IN fEET[m) TOLERANCES DECIMAL xx o2smiddot

xxx 032 xxxx 0 15

DEGREES osmiddot

~ ---r-~~-bull OATf ~c~to_p_h_1Jalmbull _ ----~a~1117 CHECKED IV DATE F_A _ 8 3_117 MPROVfD av DATE FA 83117

5 4

D

Devices Inc raquo 160AvenidaLaPataTrafFix San Clemente CA 92673 (949) 361-5863 eAX9491361-9205 wwwtraffixdevicescom

TITLE

TL-3 Scorpion II TA A

w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC

Assembled View of Arrowboard Lift Install to Scorpion II TA

UNLESS OTHERWISE SPECIFIED All D(MENSIONS AkE IN fEET [m) 160 Avenida La Para OECIM41 XX 025 TrafFix ~ San Clemente CA 92673

X XX 032 (949) 351-5653 bull XXXX 015 Devices Inc 111 FAX949135 1-9205

OEGIIEES 05 0 wwwtraftixd6vicescom

TOLERANCES

Exploded View of Arrowboard Lift Install TITLE A to Scorpion II TA ATL-3 Scorpion II TA

w Arrowboard Lift I - -1lc-c--c-- ~ SIZE -~ DWG~NO- REV IORAWN BY DATE c~~~bull~_ 83117 1 CHECKED BY --DATEmiddot I B 900-194 A

i FA 1_~Jii7 1

)An ROVED ampY DAU SHEET 2-F 27fjQ[f_S UNLESS OTHEfiWISE_SPECflED FA __ a31 17

8 4 3 2

US Deportment 1200 New Jersey Ave SE of Transportation Washington DC 20590


June 15 2017 In Reply Refer To

HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc

160 A venida La Pata

San Clemente CA 92673

Dear Mr Almanza

This letter is in response to your January 10 2017 request for the Federal Highway

Administration (FHW A) lo review a roadside safely device hardware or system for eligibility

for reimbursement under the Federal-aid highway program This FHW A letter of eligibility is

assigned FHW A control number CC-132 and is valid until a subsequent letter is issued by ｾ

FHW A that expressly references this device

Decision

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

integral part of this letter

bull Scorpion II


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 crashworthiness of the system and does not cover other

structural features nor conformity with the Manual on Uniform Traffic Control Devices

2


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 Scorpion II

Type of system Truck-Trailer Mounted Attenuator (TTMA)

Test Level MASH Test Level 3 (TL3)

Testing conducted by KARCO

Date ofrequest January 13 2017

FHW A concurs with the recommendation of the accredited crash testing laboratory as stated

within the attached form


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

done videos of any crash testing andor 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 and will need to be tested in accordance with all recommended tests

in AASHTOs MASH as part of a new and separate submittal

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

bull To prevent misunderstanding by others this letter of eligibility designated as FHW A

control number CC-132 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

bull 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

bull 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 635411

Sincerely

Robert Ritter

Acting Director Office of Safety

Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7

Request for Federal Aid Reimbursement Eligibility

of Highway Safety Hardware

Date of Request

Name

1-10-17

Felipe Almanza

I r New ( Resubmission

Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc

160 Avenida La Pata San Clemente

United States

To Michael S Griffith Director

FHWA Office of Safety Technologies

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

highway program

Device ampTesting Criterion - Enter from right to left starting with Test Level I - - I System Type

CC Truck-Mounted

Attenuators (TMA)

Submission Type

(e Physical Crash Testing

( Engineering Analysis

Device Name I Va riant Testing Criterion

AASHTOMASH

Scorpion II

Test

Level

TL3





Contact Name Felipe Almanza Same as Submitter r8J

Company Name TrafFix Devices Inc Same as Submitter r8J

Address 160 Avenida La Pata San Clemente Same as Submitter r8J

Country United States Same as Submitter r8J Enter below all disclosures of financial interests as required by the FHWA Federal-Aid Reimbursement


TrafFix Devices Inc and Karco Engineering LLC share no financial interests between the two organizations This

includes no shared financial interest but not limited to

i Compensation included wages salaries commissions professional fees or fees for business referrals

iii Research funding or other forms of research support

iv Patents copyrights licenses and other intellectual property interests

vi Business ownership and investment interests

Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION

(i New Hardware or ( Modification to

bull Significant Modification Existing Hardware

The Scorpion Truck Mounted Attenuator (TMA) is a mobile crash cushion attached to the rear of a support

vehicles frame The TMA may be used on shadow stationary block vehicle or on advanced warning vehicles

upstream of a moving or stationary operation The Scorpion TMA can be used on support vehicles with a min

actual curb weight of 15000 lbs with no upper weight limit (infinite weight) Lighting consists of LED or

incandescent brake directional and running lights meeting FMVSS requirements and optional strobeflashing

lights can be accommodated for enhancement of advanced warning to drivers The structural mounting

system incorporates extender frames to provide clearance for support vehicles with excess bed overhang and

to provide clearance of equipment on the back of a support vehicle when the TMA is in the stored position The

Scorpion TL-3 TMA has overall dimensions of 1294 ft (39 m) X 80 ft (24 m) X 20 ft (06 m) and has a ground

clearance of 12 inplusmn 1 in (305 mm plusmn 254 mm) when deployed in the horizontal operating position The

Scorpion TMA consists of three main components Strut Cartridge and backupdiaphragm frames The Strut

and Cartridge are the energy attenuation components The Strut is positioned nearest to the support vehicle

and the Cartridge is positioned furthest away from the support vehicle The Cartridge is typically the first

component impacted by an errant vehicle The Strut consists of four outboard convex aluminum tubes (two on

each side) forming an aluminum structural weldment The aluminum structural weldments bolt to a structural

steel diaphragmbackup frame The structural assembly encompasses the aluminum crush Module D The

module is made from an aluminum outer skin that contains expanded aluminum honeycomb and has overall

dimensions of 40 ft (12 m) X 67 ft (20 m) X 19 ft (06 m) Module Dis designed to accommodate an

assortment of rear facing reflective sheeting colors and patterns The complete Strut consists of two aluminum

tube weldments diaphragmbackup and one Module D and has overall dimensions of 52 ft (1 6 m) X 80 ft (24

m) X 22 ft (07 m) The Cartridge consists of four outboard convex aluminum tubes (two on each side) forming

an aluminum structural weldment The aluminum structural weldments bolt to a set of steel structural

diaphragm frames The structural assembly encompasses the two-aluminum crush Modules C Attached to the

rear most end of the Cartridge is the single crush Module A Crush Modules A and Care made from an

aluminum outer skin that contains expanded aluminum honeycomb Module A has overall dimension of 10 ft

(03 m) X 50 ft (1 5 m) X 20 ft (06 m) and Module Chas overall dimension of 2 ft (06 m) X 5 ft (1594 m) X 2 ft

(06 m) Module A is designed to accommodate an assortment of rear facing reflective sheeting colors and

patterns The complete Cartridge consists of two aluminum tube weldments diaphragms one Module A and

two Module C and has overall dimensions of 771 (23 m) X 8 ft (24 m) X 22 ft (07 m) The steel diaphragm

backup frames are are made from structural steel angles plates and channels that are welded into the backup

and diaphragm components and are the supporting frame members for the aluminum tubes and crush

modules For Test 3-51 the lower Module A mounting angle was 4 (102 mm) X 4 (102 mm) and for Tests 3-50

3-52 and 3-53 the lower Module A mounting angle is 4 (102 mm) X 6 (152 mm) The Scorpion TMA is rotated

into the stored and deployed positions by means of an on board hydraulic system The Scorpion TMA can be

rotated in double 90deg fold position over the support vehicles bed or in a single 90deg fold in a vertical stored

position An optional hydraulic powered vertical lift can be util ized with the TMA to deploy a display panel

when the TMA is lowered into the deployed position The vertical lift is powered by the same on board

hydraulic system that rotates the TMA into the stored and deployed position The vertical lift is sequenced to

raise and lower a panel for displaying advanced messages directional indicators or other notifications

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 Balbino A Beltran

Engineer Signature Balbino A Beltran Digitally signed by Balbino A Beltran

ON cn=Ba lbino A Beltran oKARCO Engineering LLC ou

email=abeltrankarcocom c=US

Date 20 170113 163504 -0800

Address 9270 Holly Road Adelanto CA 92301 Same as Submitter D Country United States Same as Submitter D

Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)

The TMA was positioned in line with the test

vehicles centerline The inl ine centered

position examines the TMAs energy

dissipation capacity structural adequacy

occupant risk with a rigidly blocked

support vehicle for no upper support

vehicle weight limit (infinite weight) The

test was conducted using a commercially

available 2013 Kia Rio 4-door sedan with

test inertial mass of 2431 17 lbs ( 1 1030 kg)

The vehicle was in good condition was free

of major body damage and was not missing

any structural components The bumpers

were standard equipment and were not

modified for this test Based on CarFax

reporting there was no recorded history of

major accidents was not a salvage titled

vehicle not involved in flooding or fire

The test vehicle impacted the TMA at a

velocity of 6083 mph (9790 km hr) and at

an impact angle of 06deg

The vehicle made initial contact with the

rear Cartridge crushing Module A upon

impact and the outboard convex tube

weldments began to collapse After the

convex tube weldments fully collapsed the

two inboard Cartridge Modules C contacted

each other and were crushed The front

Strut sustained moderate collapse of the

outboard convex tube weldments and

minimal crush of Module D

The impacting vehicle was brought to a

controlled stop and remained upright

throughout the impact event The test

vehicles occupant compartment was not

penetrated and there was no measurable in

cab deformation beyond the maximum

allowable limits The maximum roll and

pitch did not exceed 75degand occupant risk

values are within limits per MASH

specifications for Occupant Impact Velocity

and Ridedown Acceleration

PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description


vehicles centerline The inline centered

position examines the TMAS energy






available 2012 RAM 1500 4-door pickup

truck with test inertial mass of 49206 lbs

(22320 kg) The vehicle was in good

condition was free of major body damage

and was not missing any structural

components The bumpers were standard

equipment and were not modified for this

test Based on CarFax reporting there was

no recorded history of major accidents was

not a salvage titled vehicle not involved in

flooding or fire The test vehicle impacted

the TMA at a velocity of 6316 mph (101 65

km hr) and at an impact angle of 09deg



impact and the outboard convex tube PASS





Strut sets of outboard convex tube

weldments fully collapsed and the inner

Module D crushed to a near flattened state

The TMA system contained the hydraulic

powered vertical lift to raise and lower a

display panel The display panel and lift

system did not pose or show potential to be

a hazard in the impact event












Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

The TMA was positioned offset 1 3 of the

test vehicles width to the centerline of the

test vehicle The offset position examines

the capability of a TMA to safely attenuate

off-center impacts the TMAs structural

adequacy occupant risk with a rigidly

blocked support vehicle for no upper

support vehicle weight limit (infinite

weight) The test was conducted using a

commercially available 2012 RAM 1500 4shy

door pickup truck with test inertial mass of

49934 lbs (22650 kg) The vehicle was in

good condition was free of major body

damage and was not missing any structural







the TMA at a velocity of 6331 mph (10189

kmhr) and at an impact angle of 02deg



























PASS

Version 100 (0516)

Page 6 of 7

The TMA was positioned offset of the test

vehicles width and at a nominal angle of 10deg

with the center of the test vehicle The

offset and angular position impact

examines the energy dissipation capacity of

a TMA the TMAs structural adequacy

occupant risk and with a minimum support

vehicle weight of 15000 lbs (6803 kg) with

the parking brake engaged and the

transmission in 2nd gear The recorded roll

ahead for the support vehicle was 168 ft

(51 m) The test was conducted using a







equipment and were not modified for th is






kmhr) and at an impact angle of 103deg The

vehicle made initial contact with the rear 3-53 (2270P) PASS

Cartridge crushing Module A upon impact

and the outboard convex tube weldments

began to collapse After the convex tube

weldments fully collapsed the two inboard

Cartridge Modules C made contact with




Module D crushed to near a near flattened

state The TMA system contained the

hydraulic powered vertical lift to raise and

lower a display panel The display panel and

lift system did not pose or show potential to

be a hazard in the impact event The

impacting vehicle was brought to a






allowable The maximum roll and pitch did

not exceed 75degand occupant risk values are

within limits per MASH specifications for

Occupant Impact Velocity and Ridedown

Acceleration


Version 100 (0516)

Page 7 of 7


laboratory (cite the laboratorys accreditation status as noted in the crash test reports )

Laboratory Name

Laboratory Signature

KARCO Engineering INC

Balbino A Beltran D191tally si gned by Ba1b1no A Behran

ON cn=Balbino A Beltran o=KARCO Engineering LLC ou


Date 20170113 163523 -0800

Address 9270 Holly Road Adelanto CA 92301 Same as Submitter 0

Country United States Same as Submitter 0 Accred itat ion Certificate

Number and Dates of current



Submit Form

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


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


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


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

to facilitate our review


Eligibility Letter


Test Article

Test Program

SECTION 4


TrafFix Devices Scorpion TL3 TMA

MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW

-60 ft -45 ft -30 ft -15 ft 0 ft 15 ft 30 ft 45 ft

remiddot est e Miclc e middotveh1c16

________ 371 ft -----------ltPost-Tost

bull Anlcle e middoti1ehicle

bull Debris

30ft

10 TR-P36116-01-NC



Test Article TrafFix Devices Scorpion TL3 TMA Project No P36116-01

Test Program MASH 3-50 Test Date 06241 6


TEST AGENCY KARCO Fngineering 11 C EXIT VELOCITY




371 ft (11 3 m) rearward and 30 ft (09 m) left

from its initial point on contact TEST ARTICLE

NAMEMODEL Scorpion TL3 TMA VEHICLE SNAGGING None

TYPE Truck Mounted Attenuator VEHICLE POCKETING None




MAXIMUM PITCH ANGLE -51


HEIGHT FROM GROUND 1125 in (286 mm) KINETIC ENERGY 30079 kip-ft (40781 kJ)

MAXIMUM WIDTH 80 ft (2 4 m) OCCUPANT RISK VALUES

ROAD SURFACE Concrete OCCUPANT IMPACT

VELOCITY

Longitudinal 348 tus (106 mis)

SUPPORT VEHICLE Lateral 26 tus (0 8 mis)

TOTAL INSTALLATION LENGTH 413 ft (12 6 m) RIDEDOWN

ACCELERATION

Longitudinal -192 g

YEAR MAKE AND MODEL 1991 Ford F700 Lateral -48 g

RESTRAINT Blocked Aqainst Roll Ahead THIV 351 tus (107 mis)


TYPE I DESIGNATION 1100C ASI 137


CURB MASS 25209 lbs (1 1435 kg) DYNAMIC DEFLECTION 68ft (21 m)

TEST INERTIAL MASS 2431 7 lbs (1 1030 kg) STATIC DEFORMATION 56 ft (17 m)

GROSS STATIC MASS 25970 lbs (1 1780 kg)

ARTICLE DAMAGE Damage to cartridge strut and tube sections IMPACT CONDITIONS

IMPACT VELOCITY 6083 moh (97 90 kmh)


IMPACT LOCATION I ORIENTATION 03 in (8 mm) left of TMA centerline VEHICLE DAMAGE SCALE 12-FD-3

COLLISION DAMAGE CLASSIFICATION 12FDEW4

11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW


ｐｲｾｔｑｇｴ

e Ankle ｖｾ lidH

PootmiddotTeot e 1r11c1o

bull Ve1ilcie bull f)i-h1is

f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A









TEST DATE 102215 371 ft (11 3 m) rearward and 10 ft (03 m) right FINAL VEHICLE POSITION

TEST ARTICLE from its initial point on contact

NAME MODEL Scorpion TL3 TMA VEH ICLE SNAGGING None

TYPE Truck Mounted Attenuator VEH ICLE POCKETING None

Cuived Tubes Aluminum Honeycomb Support MAXIMUM ROLL ANGLE -1 8 KEY ELEMENTS

Frame Cartridge Sections MAXIMUM PITCH ANGLE -59

ARTICLE LENGTH 129 ft (3 9 m) MAXIMUM YAW ANGLE -23

HEIGHT FROM GROUND 11 75 in (298 mm) KINETIC ENERGY 656 6 kip-ft (8898 kJ)


ROAD SURFACE Concrete OCCUPANT IMPACT Longitudinal 38 7 fUs (11 8 mis)

SUPPORT VEHICLE VELOCITY Lateral 10 fUs (0 3 mis)

TOTAL INSTALLATION LENGTH 41 3 ft (12 6 m) RIDEDOWN Longitudinal -200g

YEAR MAKE AND MODEL 1991 Ford F700 ACCELERATION Lateral -37 g

RESTRAINT Blocked Aoainst Roll Ahead THIV 384 fUs (11 7 mis)


TYPE I DESIGNATION 2270P ASI 146


CURB MASS 4901 9 lbs (222350 kg) DYNAMIC DEFLECTION 79 ft (24 m)

TEST INERTIAL MASS 49206 lbs (2 232 0 kg) STATIC DEFORMATION 72 ft (2 2 m)

GROSS STATIC MASS 49206 lbs (2232 0 kg) Damage to backup structure strut section

IMPACT CONDITIONS ARTICLE DAMAGE cartridge section and tubes Module C detached



VEHICLE DAMAGE SCALE 12-FD-5 IMPACT LOCATION I ORIENTATION 07 in (18 mm) right of TMA center1ine


10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft

PrllmiddotTest e Article

ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






TEST AGENCY KARCO Fnginooring 11 C EXIT VELOCITY




15 7 ft (48 m) forward and 92 ft (28 m) left from

its initial point on contact TEST ARTICLE

NAME MODEL Scorpion TL3 TMA VEHICLE SNAGGING None





MAXIMUM PITCH ANGLE -148deg

ARTICLE LENGTH 129 ft (3 9 m) MAXIMUM YAW ANGLE 1045deg

HEIGHT FROM GROUND 11 42 in (290 mm) KINETIC ENERGY 66911 kip-ft (90719 kJ)



VELOCITY

Longitudinal 377 IVs (11 5 mis)

SUPPORT VEHICLE Lateral 62 IVs (1 9 mis)


ACCELERATION

Longitudinal -186 g


RESTRAINT Blocked Against Roll Ahead THIV 3811Vs(11 6mls)

TEST VEHICLE PHD 187 g



CURB MASS 50463 lbs (22890 kg) DYNAMIC DEFLECTION 102 ft (31 m)

TEST INERTIAL MASS 49934 lbs (2 2650 kg) STATIC DEFORMATION 92 ft (28 m)


ARTICLE DAMAGE Damage to backup structure strut section

ca1ridge section and tubes IMPACT CONDITIONS


IMPACT ANGLE 02middot VEHICLE DAMAGE

VEHICLE DAMAGE SCALE 12-FD-4 IMPACT LOCATION I ORIENTATION 2697 in (685 mm) Right of Vehicle Centerline


10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW

-30 ft -15ft Oft 15 ft 30ft 45ft 60 ft 75 ft

1200 s

PremiddotTHI

elrtJcle bull Venicle

P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC






TEST AGENCY KARC0 Fnginooring l l C EXIT VELOCITY

TEST NUMBER P3612S-01 EXIT ANGLE


TEST DATE 090716 482 ft (14 7 m) forward and 243 ft (74 m) left FINAL VEHICLE POSITION




Curved Tubes Aluminum Honeycomb Support MAXIMUM ROLL ANGLE 372 KEY ELEMENTS

Frame Cartridge Section MAXIMUM PITCH ANGLE 209

ARTICLE LENGTH 129 ft (3 9 m) MAXIMUM YAW ANGLE 1646

HEIGHT FROM GROUND 11 02 in (280 mm) KINETIC ENERGY 68512 kip-ft (928 10 kJ)

MAXIMUM WIDTH 8 0 ft (24 m) OCCUPANT RISK VALUES

ROAD SURFACE Concrete OCCUPANT IMPACT Longitudinal 358 IVs (109 mis)

SUPPORT VEHICLE VELOCITY Lateral 39 IVs (1 2 mis)

TOTAL INSTALLATION LENGTH 41 3 ft (12 6 m) RIDEDOWN Lonaitudinal -125 g


RESTRAINT 2nd aear and oarkina brake enned THIV 361 IVs (11 0 mis)




CURB MASS 49647 lbs (22520 kg) DYNAMIC DEFLECTION 11 2 ft (34 m)

TEST INERTIAL MASS 49956 lbs (22660 kg) STATIC DEFORMATION 108 ft (3 3 m)

GROSS STATIC MASS 49966 lbs (22665 kg) Damage to backup structure strut section

IMPACT CONDITIONS ARTICLE DAMAGE catridge section and tubes



VEHICLE DAMAGE SCALE 12-FD-4 IMPACT LOCATION I ORIENTATION 10 and 206 in (523 mm) from vehicle centeriine

COLLISION DAMAGE CLASS IFICATION 12FDEW2

11 TR-P36129-01 -NC

ＵＭＲｾ 77 _____ [ ＮＱＭＭＭＭＮＮｊｾＭＭＭＭＭＭＱＲＮＳ｝ _________

ｩＭＭＭＭＭＭＭＭＭＭＭＭＭＱＲＮＹＭＭＭＭＭＭＭＭＭＭＭＭｾ[J1 ]

l 3 ｓ｣ｯｲｯｩＺＺ＾ｾ TM A

GllOUND JyentC NO REVｉｾl11 1000-162 A

YiEE1 1 0 2

Figure 1TL3 Scorpion TMA Sheet 1 of 2

D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO

ｩＰＰｾＱＶＲNOTE5 UN E5S orHaW5E sncmngt EET 20f t


D-2 TR-P36129-01-NC

STREET SMART_attenuators

Attenuators-TR-TA

Attenuators-TR-TMA

Traffix TL3 MASH Eligible Trailer letter

Traffix TL3 MASH Eligible Truck Mount Letter




Make and ModelTraffix | 10000 -TL3-12C| Scorpion TMA TL-3 NCHRP 350 Truck Mount $1881400Traffix | 10000 - TL3M-12C | Scorpion II MASH TL-3 Truck Mount $1952000Traffix | 10000-TL2-12DT | Model A-TL2 for Dump Trucks $1595600Traffix | 10000-TL2-12FB | Model A-TL2 for Flat Bed Trucks $1592800


31 Date amp ID of Price List 1072019 SSR-TR-TMA





NA$$

36 INSTALLATION

$$$


Traffix | P6 6 Fast Trak Extension Frame 229600$ Traffix | P2 12 Fast Trak Extension Frame 268400$ Traffix | P8 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 350500$ Traffix | P4 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 399900$ Traffix | P0 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 454600$ Traffix | P3 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 474300$ Traffix | T6 6 Fast Trak Extension Frame 254900$ Traffix | T2 12 Fast Trak Extension Frame 293700$ Traffix | T8 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 323600$ Traffix | T4 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 425200$ Traffix | T0 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 479900$ Traffix | T3 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 499600$ Traffix | P2LP 12 Fast Trak Extension Frame 260200$ Traffix | P8LP 18 Fast Trak Extension Frame amp AB Lift Receiver Tubes 421300$ Traffix | P4LP 24 Fast Trak Extension Frame amp AB Lift Receiver Tubes 421600$ Traffix | P0LP 30 Fast Trak Extension Frame amp AB Lift Receiver Tubes 422000$ Traffix | P3LP 36 Fast Trak Extension Frame amp AB Lift Receiver Tubes 441700$ Traffix | T2LP 12 Fast Trak Extension Frame 285500$


SWIFT EVENT NO 9974

Lino Lakes MN 55014

Street Smart Rental LLCMatt Krengel7526 4th Ave

548



651-653-4648888-653-6800651-653-4631






Price $000







Dear Mr Almanza


Decision







2







Notice





3

Standard Provisions




Sincerely


Enclosures



_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level














Version 100 (0516) of 7

PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA





Price $000







Dear Mr Almanza


Decision







2







Notice





3

Standard Provisions




Sincerely


Enclosures



_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level















PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING





Version 100 (0516) of 7




Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA








Dear Mr Almanza


Decision







2







Notice





3

Standard Provisions




Sincerely


Enclosures



_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level















PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS

Version 100 (0516) of 7



Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



2







Notice





3

Standard Provisions




Sincerely


Enclosures



_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level















PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS

Version 100 (0516) of 7

3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



3

Standard Provisions




Sincerely


Enclosures



_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level















PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS

Version 100 (0516) of 7

3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA





_ QI ~ E

0

II)


Name

Company

Address

Country

Felipe Almanza

TrafFix Devices Inc


United States




Test Level















PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS


Version 100 (0516) of 7








Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




PRODUCT DESCRIPTION


Modification to1

Existing Hardware









T

cf

C

C

5

t

CRASH TESTING









Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA







Evaluation Results

3-50 (1 l00C)


PASS




Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA






Evaluation Results

3-51 (2270P)


PASS


3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




3-52 (2270P)


PASS


3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




3-53 (2270P)


PASS










Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA











Submit Form












Eligibility Letter


----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



----

0000 s 0050 s 0100 s 0250 s 0600 s 2300 s

PLAN VIEW




20 n sect0$ 1 oorm 1--------- 31 8 n

SECTION 4





9 TR-P36284-01-NC









Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA











Satisfactory















ACCELERATION











-~-~12-FD-4

- ___ 12FDEW4

10 TR-P36284-01-NC




0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA






0000 s

-30 ft

0075 s

-15 ft

ca

0150 s 0225 s

PLAN VIEW

0 ft 15 ft 30 ft

0375 s

45 ft

0825 s

60 ft

104 ft



9 TR-P36017-01 -NC

SECTION 4

























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA


























11 98 ft (365 m)







10 TR-P36017-01-NC

SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



SECTION 4

Test Article

Test Program



MASH 3-52

Project No

Test Date

P36165-01

122016


60 ft

1200 s

45 ft

0000 s 0080 s 0200 s 0700 s 1700 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft



10 TR-P36165-01-NC































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA

































~

11 TR-P36165-01-NC




60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA






60 ft

0525 s

7511

bull 0675 s0000 s 0075 s 0225 s 0375 s



bull flrtclo

~

i41 r1 1---------- Sfilh ----------1

9 TR-P36177-01-NC

SECTION 4



MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




MASHTEST3~3SUMMARY




















Longitudinal -126 g







983 ft (300 m)







10 TR-P36177-01-NC

C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



C

4

D

477ft [145m]

~

11 05ft [337m]

A


MODULE A

827ft [252m]


xxx 032 xxxx 0 15

DEGREES osmiddot


5 4

D


TITLE


w Arrowboard Lift

SIZE DWG NO REV

B 900-194 A SHEET 1 OF 2

8

C

2

4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



4

DD

CC





TOLERANCES



i FA 1_~Jii7 1


8 4 3 2




HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA






HSST-lCC-132

Mr Felipe Almanza

TrafFix Devices Inc



Dear Mr Almanza






Decision



bull Scorpion II













tested



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



2






conditions











form

Notice

















3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



3

Standard Provisions















Sincerely

Robert Ritter


Technologies

Office of Safety

Enclosures

Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 1 of 7



Date of Request

Name

1-10-17

Felipe Almanza


Cll middote 0 I II)

Company

Address

Country

TrafFix Devices Inc


United States




highway program


CC Truck-Mounted

Attenuators (TMA)

Submission Type




AASHTOMASH

Scorpion II

Test

Level

TL3
















Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 2 of 7

PRODUCT DESCRIPTION










































CRASH TESTING




the MASH criteria





Date 20 170113 163504 -0800


Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 3 of 7


Required Test

Number

Narrative

Description

Evaluation

Results

3-50 (1 lOOC)











































PASS

Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 4 of 7

Required Test

Number

3-51 (2270P)

Narrative

Description
















































Evaluation

Results

Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 5 of 7

3-52 (2270P)

















































PASS

Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 6 of 7



















































Acceleration


Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Version 100 (0516)

Page 7 of 7



Laboratory Name






Date 20170113 163523 -0800






Submit Form

ATTACHMENTS

Attach to this form











Eligibility Letter


Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Test Article

Test Program

SECTION 4



MASH 3-50

Project No

Test Date

P361 16-01

062416


0000 s 0050 s 0100s 0150 s 1500 s 2000 s

PLAN VIEW



________ 371 ft -----------ltPost-Tost


bull Debris

30ft

10 TR-P36116-01-NC






















VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA
























VELOCITY




ACCELERATION

Longitudinal -192 g














11 TR-P36116-01 -NC

Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Test Article

Test Program

SECTION 4



MASH 3-51

Project No

Test Date

P35200-01

102215


0000 s 0050 s 0150 s 0250 s 0750 s 1800 s

PLAN VIEW



e Ankle ｖｾ lidH



f-------- 111 n -------1 bull

i on

9 TR-P35200-01 -A


































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




































10 TR-P35200-01-A

Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



Test Article

Test Program

SECTION 4



MASH 3-52

Project No

Test Date

P36206-01

082216


0000 s 0050 s 0150 s 0250 s 0500 s 2000 s

PLAN VIEW

-30 ft -15 ft 0 ft 15 ft 30 ft 45 ft


ｖｨｩ｣ｬｾ

Post-Test

ａｲｴｩｾ

e VehirJl

9 TR-P36206-01 -NC






















VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA
























VELOCITY




ACCELERATION

Longitudinal -186 g















10 TR-P36206-01-NC

SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



SECTION 4





0000 s 0050 s 0150 s 0300 s 0500 s

PLAN VIEW


1200 s

PremiddotTHI


P0ampt-Test

e Arh1k1

e VePliele

10 TR-P36129-01 -NC


































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA




































11 TR-P36129-01 -NC





YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA







YiEE1 1 0 2


D-1 TR-P36129-01-NC

ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



ITllpound

L3 Scoro or TiA

tNG tO



D-2 TR-P36129-01-NC


Attenuators-TR-TA

Attenuators-TR-TMA



truck & trailer-truck mounted attenuators (group … (5) arrowbrd/2019/street...base unit...

Documents