1200 New Jersey Ave., SE of TronsportoliO'l · 2012-09-07 · pitch was 7 degrees. Occupant risk factors were within the limits specified for MASH test 3-30. The vehicle subsequently

USDeportment of TronsportoliOl

Federal Highway Adminlst ration

1200 New Jersey Ave SE Washington DC 20590

Sept 72012 In Reply Refer To HSSTCC l 15A shy

Mr Brian Smith Trinity Highway Product LLC 2525 North Stemmons Freeway Da ll as Texas 75207

Dear Mr Smith

This letter is in response Lo your request for the Federal Highway Admin istration (FHWA) Lo rev iew a roadside safety system for elig ibility for reimbursement under the Federal-aid highway program

Name of system Trinity SOFT-STOP Terminal for line posts with 8 wood offset blocks and a I -foot offsec from tangent (Oare rate of 50 1 )

Type of system W-Beam Guardrail Terminal Tes t Level MASH Test Level 3 (TL-3) Test ing conducted by Original testing by Texas Transport alion Institute Task Force 13 Designator SEW22 Date of requesc August 18 2012 Dace initially acknowledged August 23 20 12 Date of completed package August 28 20 12

Decision The followingmiddotdev ice is elig ible w ith detai ls provided in the form which is attached as an integral part of th is letter

bull Trinity SOFT-STOP Terminal for line posts with 8 wood offset blocks and a I-foot

offset from tangent (50 I flare rate)

Based on a rev iew of previous crash tests submitted by the manufacturer certifying the device described herein meets the crash cest and evaluation criteria of the American Association of State Highway and Transportation Officials Manual for Assess ing Safecy Hardware (MASH) the device is e ligible for reimbursement under the Federal-aid highway program Eligibility fo r reimbursement under the Federal-aid highway program docs not establish approval or endorsement by the FHW A for any particular purpose or use

The FHWA the Department of Transportation and the Un ited States Government do not endorse products or serv ices and the issuance of a reimbursement e ligibil ity teller is not an endorsemem of any product o r serv ice

2

Requirements To be found eligible for Federal-aid funding roadside safety devices should meet the crash test and evaluation criteria contained in the American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware (MASH)

Description The device and supporting documentation are described in the attached form

Summary and Standard Provisions Therefore the system described and detailed in the attached form is eligible for reimbursement and may be installed under the range of conditions tested

Please note the following standard provisions that apply to FHW A eligibility letters

bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation ofa new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide

bull This finding of eligibility does not cover other structural features of the systems nor conformity with the Manual on Uniform Traffic Control Devices

bull Any changes that may influence system conformance with MASH will require a new reimbursement eligibility letter

bull Should the FHW A discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter

bull You are expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance

bull 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 the MASH

bull To prevent misunderstanding by others this letter of eligibility is designated as number CC-11 SA and 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 at our office 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 The FHW A does not become involved in issues concerning patent law Patent issues ifany are to be resolved by the applicant

3

bull The Trinity SOFr-STOP Terminal is a patented product and considered proprietary If proprietary systems are specified by a highway agency for use on Federal-aid projects (a) they must be supplied through competitive bidding wi th equally suitable unpatcnted items (b) the highway agency must certify that they are essential for synchronization with the ex isting 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 relati vely short sections of road fo r experimental purposes Our regulations concerning proprietary products are contained in Title 23 Code of Federal Regulations Sect ion 6354 1 I

Sincerely yours

Michael S Griffith

Director Office of Safety Technologies

Office of Safety

Enclosures

Version 50 (S12) Page 1 of S

Request for Federal Aid Reimbursement Eligibility Of Highway Safety Hardware

QI

~ E D I

Date of Request August 16 2012 ICi New l Resubmission

Name DonGripne

Company TRINITY HIGHWAY PRODUCTS LLC

Address 2525 STEMMONS FREEWAY DALLAS TX 75207

To Michael s Griffith Director FHWA Office of Safety Technologies

I request the following devices be considered eligible for reimbursement under the Federal-aid highway program

System Type Device Name I Variant Testing Criterion Test Level

CC Crash Cushions Attenuators amp T TRINITY SOFT-STOP TERMINAL AASHTOMASH TL3

By submitting this request for review and evaluation by the Federal Highway Administration I certify

that the product(s) was (were) tested in conformity with the AASHTO Manual for Assessing Safety

Hardware and that the test evaluation results meet the appropriate evaluation criteria in the MASH

Identification of the individual or organization responsible for the product

Contact Name BRIAN SMITH

Company Name TRINITY HIGHWAY PRODUCT LLC

Address 1 2525 STEMMONS FREEWAY

Address 2

CityStateZip DALLASTX75207

Country USA

PRODUCT DESCRIPTION

Modification to Existing Hardware Non-Significant - Effect Is positive or Inconsequential

The original crash test of the Trinity Soft Stop ITTl Crash Report 2009) as per Eligibility Letter CC-115 dated December 9 2011 specified steel post and w-beam guardrail using 12-inch wood block out The crash test report was conducted by Texas Transportation Institute (TTI) entitled NCH RP 350 Crash Testing and Evaluation of the Vertical Squisher dated February 2009 (TTI Crash Report 2009)

This request Is to modify the as-tested article as per CC-115 to Include 8-lnch wood block out for both line posts and post no 2 within the Trinity Soft Stop Terminal system This modification also includes an offset 1-foot from tangent of the Trinity Soft Stop Terminal system as a flare rate of 501

This modification is considered Non-significant Effect is Positive or Inconsequential

Version 50 (512) Page 2 of 5

Required Test Number

Narrative Description

Evaluation Results

3-30 (1100()

As perm Crash Report 2009 an llOOC (24251 b) passenger car impacting the terminal end-on at a nominal impact speed and angle of 62 mih and O degree respectively with the quarter point of the vehicle aligned with the center line of the nose of the terminal This test is primarily Intended to evaluate occupant risk and vehicle trajectory criteria The SOFT -STOP slowed and redirected the II OOC vehicle No occupant compartment deformation occurred The II OOC vehicle remained upright during and after the collision event Maximum roll was 25 degrees and maximum pitch was 7 degrees Occupant risk factors were within the limits specified for MASH test 3-30 The vehicle subsequently came to rest 27 feet downstream of impact and 34 feet toward traffic lanes The SOFT-STOP performed acceptably according to the evaluation criteria of MASH test 3-30

WAIVER REQUES

3-31 (2270P)

As perm Crash Report 2009 A 2270P (5000 lb) pickup truck Impacting the terminal end-on at a nominal impact speed and angle of 62 mihand 0 degree respectively with the center line of the vehicle aligned with the center line of the nose of the terminal This test is primarily Intended to evaluate occupant risk and vehicle trajectory criteria The SOFT-STOP brought the 2270P vehicle to a controlled stop No occupant compartment deformation occurred The 2270P vehicle remained upright during and after the collision event Maximum roll was 4 degrees and maximum pitch was -3 degrees Occupant risk factors were within the limits specified for MASH test 3-31 The 2270P vehicle came to rest within the installation The SOFT-STOP performed acceptably according to the evaluation criteria of MASH test 3-31

WAIVER REQUES

3-32 (11 OOC)

As perm Crash Report 2009 an llOOC (24251 b) passenger car Impacting the terminal end-on at a nominal Impact speed and angle of 62 mph and S1 Sdegrees respectively with the center line of the vehicle aligned with the center line of the nose of the terminal This test Is primarily intended to evaluate occupant risk and vehicle trajectory criteria The SOFT -STOP slowed and stopped the llOOC vehicle No occupant compartment deformation occurred The II OOC vehicle remained upright during and after the collision event Maximum roll was 28 degrees and maximum pitch was-26 degrees Occupant risk factors were within the limits specified for MASH test 3-32 The vehicle subsequently came to rest with the front of the vehicle adjacent to post 4 of the terminal with most of the vehicle toward the field side The SOFT -STOP performed acceptably according to the evaluation criteria of MASH test 3-32

WAIVER REQUES

3-33 (2270P)

As per TTI Crash Report 2009 the 2000P vehicle traveling at an impact speed of 627 mih impacted the nose of the Vertical Squisher end-on at an impact angle of 163 degrees At 0044 s after impact the head of the terminal began to move along the rail and at 0093 s the 2000P vehicle began to redirect toward the field side The front right tire contacted the terminal at 0207 s The vehicle began to travel parallel with the guardrail at 0285 s at a speed of 482 mih (776 kmh) At 0372 s the 2000P vehicle overrode the terminal and lost contact with the guardrail and was traveling at an exit speed and angle of 517 mih (832 kmh) and 18 degrees respectively After completely exiting the installation the 2000P vehicle partially traversed a steep mound of soil and came to rest on its right side 242 ft downstream and 30 ft toward the field side

WAIVER REQUES


CRASH TESTING A brief description of each crash test and its result



Evaluation Results

3-34 (11 OOC)

As perm Crash Report 2009 an llOOC (24251 b) passenger car impacting the terminal at a nominal impact speed and angle of 62 mih and 15 degrees respectively with the comer of the vehicle bumper aligned with the critical impact point (CIP) of the length of need (LON) of the terminal This test is primarily intended to evaluate occupant risk and vehicle trajectory criteria The SOFT-STOP contained and redirected the llOOC vehicle The vehicle did not penetrate or override the installation Maximum dynamic deflection was 196 feet and the head fed through 62 feet of w-beam rail element Maximum occupant compartment deformation was 10 inch inward in the area of the instrument panel on the left side The 1 I OOC vehicle remained upright during and after the collision event Maximum roll was 10 degrees and maximum pitch was -4 degrees Occupant risk factors were within the limits specified for MASH test 3-34 The vehicle subsequently came to rest 15 feet toward traffic lanes in front of post 8 The SOFT -STOP performed acceptably according to the evaluation criteria of MASH test 3-34

WAIVER REQUES

As perm Crash Report 2009 a 2270P (5000 lb) pickup truck impacting the terminal at a nominal impact speed and angle of 62 mihand 25 degrees respectively with the comer of the vehicle bumper aligned with the beginning of the LON of the terminal This test ismiddot primarily intended to evaluate structural adequacy and vehicle trajectory criteria The SOFTshySTOP contained and redirected the 2270P The vehicle did not under ride

3-35 (2270P)

or override the installation Although thew-beam rail anchorage released late in the impact event the vehicle did not penetrate the installation While the vehicle was in contact with thew-beam the maximum dynamic deflection was I04 feet However the upstream anchor released and as the vehicle lost contact with thew-beam thew-beam continued

WAIVER REQUES

to deflect reaching a maximum displacement of 116 feet The kickpanel of the left side was deformed inward 04 inch The 2270P vehicle remained upright during and after the collision event Maximum roll was -30 degrees and maximum pitch was -12 degrees Occupant risk factors were within the preferred limits specified for MASH test 3-31 The 2270P vehicle exited within the exit box The SOFT -STOP performed acceptably according to the evaluation criteria of MASH test 3-35

3-36 (2270P)

As per TTI Crash Report 2009 a 2270P (5000 lb) pickup truck impacting the terminal at a nominal impact speed and angle of 62 mihand 25 degrees respectively with the comer of the vehicle bumper aligned with the CIP with respect to the transition to the stiff barrier or backup structure As aw-beam guardrail terminal the SOFT-STOP will never be attached directly to a backup structure and the transition to a stiff barrier is basically at Post 3 Therefore Trinity feels that Test 3-36 is irrelevant and was therefore not conducted

WAIVER REQUES

Eliglbillty Letter CC-115 indicated that MASH test 3-36 may be waived because the SOFT-STOP will not be connected to any stiffer device than W -beam guardrail


3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)

As per TII Crash Report 2009 a 2270P (5000 lb) pickup truck impacting the terminal at a nominal Impact speed and angle of 62 mihand 25 degrees respectively mid-point between the nose and the end of the terminal In the reverse direction This test Is intended to evaluate the performance of a terminal for a reverse hit However researchers at m

WAIVER REQUESbelieve that the reverse direction Impact would be more critical for the II OOC (2425 lb) passenger car than for the 2270P pickup Therefore an II OOC (2425 lb) passenger car was used in Test 3-37 Eligibility Letter CC-115 indicated that the substitution of the llOOC vehicle to evaluate the reverse direction impact was appropriate As perm Crash Report 2009 a 1500A (33071 b) passenger car impacting the terminal end-on at a nominal Impact speed and angle of 62 mihand Odegree respectively with the center line ofthe vehicle aligned with the center line of the nose of the terminal This test is primarily Intended to evaluate the performance of the staged attenuatorterminal when Impacted by a mid-size vehicle The SOFT-STOP is not a staged device Therefore Test3-38 was not conducted However as per Appendix G of MASH calculations based on Test 3-31 have been performed to predict WAIVER REQUESthe occupant risk values for the 1500A (33071 b) vehicle The results of these calculations (shown on the enclosed document) predict that in crash testing with the 1500A (33071 b) vehicle the SOFT-STOP Terminal would perform acceptably according to the Test Level 3 (TL-3) evaluation criteria set out In the MASH guidelines for terminals Ellglbllity Letter CC-115 Indicates that test 3-38 is not necessary because the SOFT-STOP is not a staged device and that manufacturers calculations predict crash worthy performance with the 1 SOOA vehicle Does not apply to non-gatingenergy absorbing devices

Does not apply to non-gatingenergy absorbing devices





Full Scale Crash Testing was done in compliance with MASH by the following accredited crash test

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

Laboratory Name Texas Transportation Institute

Laboratory Contact Dean Alberson

Address 3135 TAMU College Station TX 77843-3135

Country USA

Accreditation Certificate Number and Date

Mechanical 282101 Current date April 30 2013

ATTACHMENTS Attach to this form

1 A copy of the Test Data Summary Sheet for each test conducted in support of this request

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

[Hardware Guide Drawing Standards] For proprietary products a single isometric line drawing is

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

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

are key to understanding the performance of the device should also be submitted to facilitate our

Version 50 (S12) Page S of 5

review

FHWA Official Business Only

Eligibility Letter AASHTOTF13

Number Date Designator Key Words

CC-115A August 31 2012 SEW22 non-gatingenergy absorbing terminal tensioned w-beam guardrail terminal steel yielding terminal posts deflector terminal head

i

~f~t-t middot~~ ifmiddot

0000 s 0252 s 0506 s 0758 s

UPSTREAM TERMINAL ~C AASHIOmiddotCC-AATIJAI 5QI04c

Slonco w-IVM WmiddotB[MI CUNTlAAI

r CUiARDAM CtTN I

WbullltAll G__ 3 OOM J

INITIAL IMPACTL____

46-2

16

fRONT Of VEHICLE IN-LINE WITH POST 11

t f

--- shy

General lnfonnatlon Impact Conditions Post-Impact Trajectory Test Agency Texas Transportation Institute Speed bullbull 626 milh Stopping Distance 461 ft downstream Test No 220513-2-15 Angle D4 degrees 16 ft behind Date bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 2008-09-01 LocationOrientation bullbull End-on Vehicle Stablllty

Test Article Exit Conditions Maximum Yaw Angle bullbull 150degrees Type Terminal Speed NA Maximum Pitch Angle bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 10 degrees Name bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull Vertical Squisher Angle bullbullbull 1455 degrees Maximum Roll Angle bull 18 degrees Installation Length 147 ft-9 inches Occupant Risk Values Material or Key Elements Tensioned 12-gauge W-beam guardrail lmpad Velocity Test Article Deflections

terminal middot Longitudinal bullbullbullbullbullbullbullbullbullbull 213 fts Dynamicbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 300 ft lateral bullbullbullbull 26 fts Permanent 300 ft

Soll Type and Conditionbullbullbullbullbullbull Standard Soll Damp Ridedown Accelerations Working VVidth 222 ft Test Vehicle Longitudinal bullbullbullbullbullbullbullbullbullbull -81 gs

TypeDesignation 2000P lateral bullbullbullbullbull 66 gs Vehicle Damage Make and Model 1997 Chevrolet C2500 Pickup THIV bullbullbullbullbullbull 236 kmh VDS 12FC2 Curb bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 4683 PHD bullbullbull 83gs CDC bull 12FCEW2 Test Inertial 4594 Max 0050-s Average Max Exterior Deformation 177 inches Dummy No dummy Longitudinal -62 gs Max Occupant Compartment Gross Static 4594 Lateral bullbull 33 gs Deformation bull O

Vertical -28 gs OCDI FSOOOOOOO

Figure 24 Summary of results for NCHRP Report 350 test 3-31 on the Vertical Squisher

UPSTREAM TERMINAL ~[ClN MSHTO-ACC-AAl 5CAObullbull W-8(ut CUAROllAcl

SLOOCD llmiddotBCut

rbullmiddotBrAM GUARORAl OCT~l I

CUAAOllNL 3 0pound1tA

General lnfonnatlon Impact Conditions Post-Impact Trajectory Test Agency Texas Transportation Institute Speed 627 milh Stopping Distance 242 ft downstream Test No 220513-2-17 Angle 163 degrees 30ft behind Date 2008-09-30 LocationOrientation End-on Vehlcle Stability

Test Article Exit Conditions Maximum Yaw Angle 36 degrees Type Terminal Speed 517 milh Maximum Pitch Angle -5 degrees Name Vertical Squisher Angle 18 degrees Maximum Roll Angle -33 degrees Installation Length 14 ft 9 inches Occupant Risk Values Material or Key Elements Tensioned 12-gauge W-beam guardrail Impact Velocity Test Article Deflections

terminal Longitudinal 184 fls Dynamic 744 ft Lateral 72 fls Permanent 744 ft

Soll Type and Condition Standard Soil Dry Ridedown Accelerations Working Width 30 ft Test Vehicle Longitudinal -3 7 gs

TypeDesignation 2000P Lateral -49 gs Vehicle Damage Make and Model 1999 Chevrolet C2500 Pickup THIV 214 kmJh VOS 12FC3 Curb 4753 lb PHO 59 gs CDC 12FCEW2 Test Inertial 4506 lb Max 0050-s Average Max Exterior Deformation 134 inches Dummy No dummy Longitudinal -67 gs Max Occupant Compartment Gross Static 4506 lb Lateral 25 gs Deformation O



0000 s 0159 s 0321 s 0643 s

I

IJdeg-6 ~mWREST

~VEHICLE IN-LINE WITH POST 12

General lnfonnatlon Impact Conditions Post-Impact Trajectory Test Agency Texas Transportation Institute Speed 617 milh Stopping Distance 4375 ft downstream Test No 220513-2-16 Angle 136 degrees 135 ft forward Date 2006-09-23 LocationOrientation Vehicle Stability

Test Article Exit Conditions Maximum Yaw Angle -172 degrees Type Terminal Speed 230 milh Maximum Pilch Angle 5 degrees Name Vertical Squisher Angle 611 degrees Maximum Roll Angle 6 degrees Installation Length 147 fl 9 inches Occupant Risk Values Material or Key Elements Tensioned 12-gauge Wmiddotbeam guardrail Imped Velocity Test Artlcle Deflections

terminal Longitudinal 213 fts Dynamic 148 ft Lateral 184 fts Permanent 147 ft

Soll Type and Condition Standard Soil Dry Rldedown Accelerations Working Vllldth 219 fl Longitudinal bullbull -141 gs

Test Vehlcle Lateral 105 gs Vehicle Damage TypeDesignation 820C THIV 276 kmh VDS 11LFQ4 Make and Model 1995 Chevrolet Metro PHO 173 gs CDC 11FLEW3 Curb 1878 lb Max 0050-s Average Max Exterior Deformation 134 inches Test Inertial 1823 lb Longitudinal -101 gs Max Occupant Compartment Dummy 170 lb Lateral 66 gs Deformation 35 inches Gross Static 1993 lb Vertical -22 gs OCDI LF0021000


0000 s 0125 s 0251 s 0500 s

UPSTREAM TERMINAL ~c o bull cc-NmAI scR04c WbullMHI CIJAROAAL

SLOTTCD WmiddotBCAM CUARCRAI DCTAL I

WbullBCAM 14 30 r CUARORIJL

l DtTAIL J LEF1 CORNER OF TRUCK ALIGNED WITH POST 17

General Information Impact Conditions Post-Impact Trajectory Test Agency Texas Transportation Institute Speed 623 milh Stopping Distance 625 ft downstream Test No 220513-2-14 Angle 214 degrees 25 ft fwd of traffic Date 2008-08middot15 LocationOrientation Post 3 face

TestArtlcle Exit Conditions Vehicle Stablllty Type Terminal Speed 258 milh Maximum Yaw Angle 37 degrees Name Vertical Squisher Angle 121 degrees Maximum Pitch Angle -4 degrees lnslallation Length 147 ft-9 Inches Occupant Risk Values Maximum Roll Angle -11 degrees Material or Key Elements Tensioned 12-gauge W-beam guardrail Impact Velocity

terminal Longitudinal 213 fts Test Article Deflections Lateral 174 fts Dynamic 25 ft

Soll Type and Condition Standard Soil Moist Ridedown Accelerations Permanent 15 ft Test Vehlcle Longitudinal -78 gs Working IMdth 32 ft

TypeDesignation 2000P Lateral 84 gs Vehicle Damage Make and Model 1997 Chevrolet C2500 THIV 279 kmh VDS 11LF04 Curb 4683 PHD 84gs CDC 11 FLEW3 Test Inertial 4608 Max 0050-s Average Max Exterior Deformation 165 inches Dummy No dummy Longitudinal -75 gs Max Occupant Compartment Gross Static 4608 Lateral 63 gs Deformation 12 inches

Vertical -43 gs OCDI LF0002000

Figure 17 Summary of results for NCH RP Report 350 test 3-35 on the Vertical Squisher

0000 s 0121 s 0243 s 0365 s

SLOTIED W-BEAtI

W-BEAM POST 5

JI POST OCTAIL B

CVARO RAIL

CVARORAIL

CRP POST OETA1L A

General lnfonnatlon Impact Conditions Post-Impact Trajectory Test Agency bullbullbull Texas Transportation lnstiMe Speed bullbullbullbullbullbullbullbull 621 mih Stopping Distance bullbullbullbullbullbullbull 67 ft downstream Test No bullbullbull 220513-2-9 Angle bullbullbullbullbullbullbullbullbullbull 213 decrees 125 behind Date bullbullbullbullbullbullbullbullbullbullbullbull 2008-02-04 LocalionOrientaUon bull Post 3reverse Vehlcle Stability

Test Artlcle Exit Conditions Maximum Yaw Angle bull -79 degrees Type bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull Tenninal Speed bullbullbullbullbullbullbullbull 326 mih Maximum Pitch Angle 8 degrees Name bullbullbull Vertical Squisher Angle bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 412 degrees Maximum Roll Angle bullbullbullbullbullbullbullbull 12 degrees lnstallaUon Length bullbullbullbullbullbullbull 176 ft-3 inches Occupant Risk Values Material or Key Elements bull Tensioned 12-gauge W-beam guardrail lmpad Velocity Test Artlcle Deflections

tennlnal Longitudinal 377 ftls Dynamlc bullbullbull 29 ft Lateral bullbullbullbull 141 ftls Permanent bull 16 ft

Soll Type and Condition bullbullbullbullbullbullbull Standard Soil Moist Ridedown Accelerations Working VVidth 53 ft Longitudinal bullbullbullbullbullbull -72 gs

Test Vehicle Lateral bullbullbullbullbullbullbullbull 34 gs Vehicle Damage TypeDesignaUon bullbullbull 2000P THIV bullbull 422 kmh VDS bullbullbull 11LFQ4 Make and Model bull 2000 Chevrolet Geo PHO bullbullbullbullbullbullbullbullbull 109 gs CDC bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 11FLEW3 Curb bull 1885 Max 0050-s Average Max Exterior Defonnation bull 146 inches Test Inertial bullbull 1832 Longitudinal bullbullbullbullbull -153 gs Max Occupant Compartment Dummy bullbullbullbullbullbullbull 176 Lateral bullbullbullbull 84 gs Defonnation bullbullbullbull 30 inches Gross StaUc 2008 Vertical bullbullbullbullbull -49 gs OCDI bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull LF0120000

Figure 10 Summary of results for NCHRP Report 350 modified test 3-39 on the Vertical Squisher

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Requirements To be found eligible for Federal-aid funding roadside safety devices should meet the crash test and evaluation criteria contained in the American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware (MASH)

Description The device and supporting documentation are described in the attached form

Summary and Standard Provisions Therefore the system described and detailed in the attached form is eligible for reimbursement and may be installed under the range of conditions tested

Please note the following standard provisions that apply to FHW A eligibility letters

bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation ofa new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide

bull This finding of eligibility does not cover other structural features of the systems nor conformity with the Manual on Uniform Traffic Control Devices

bull Any changes that may influence system conformance with MASH will require a new reimbursement eligibility letter

bull Should the FHW A discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter

bull You are expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance

bull 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 the MASH

bull To prevent misunderstanding by others this letter of eligibility is designated as number CC-11 SA and 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 at our office 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 The FHW A does not become involved in issues concerning patent law Patent issues ifany are to be resolved by the applicant

3


Sincerely yours

Michael S Griffith


Office of Safety

Enclosures



QI

~ E D I


Name DonGripne














Address 2


Country USA

PRODUCT DESCRIPTION








Evaluation Results

3-30 (1100()


WAIVER REQUES

3-31 (2270P)


WAIVER REQUES

3-32 (11 OOC)


WAIVER REQUES

3-33 (2270P)


WAIVER REQUES





Evaluation Results

3-34 (11 OOC)


WAIVER REQUES


3-35 (2270P)


WAIVER REQUES


3-36 (2270P)


WAIVER REQUES



3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)













Country USA











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5


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220513 0108 JB 34 Sheet No


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00 VI



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1 021108 NOE


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DH 10 2009 bull 1511

00 00

1 3oJ

3i 371

4 12l ~ s middot I I 2 I ~ ~-8

162

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I OZ1108 NDt i

Project No 2 220513

I STATION

Dote I TEXAS 77843

Drawn Dy I ~

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0deg

5


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- H I I A ~ ~






---+------ 18 SPACES 75 0C ~ 112-6

10 111 12 13 14 20 121

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6 15 of 18

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3


Sincerely yours

Michael S Griffith


Office of Safety

Enclosures



QI

~ E D I


Name DonGripne














Address 2


Country USA

PRODUCT DESCRIPTION








Evaluation Results

3-30 (1100()


WAIVER REQUES

3-31 (2270P)


WAIVER REQUES

3-32 (11 OOC)


WAIVER REQUES

3-33 (2270P)


WAIVER REQUES





Evaluation Results

3-34 (11 OOC)


WAIVER REQUES


3-35 (2270P)


WAIVER REQUES


3-36 (2270P)


WAIVER REQUES



3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)













Country USA











review





i


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r CUiARDAM CtTN I


INITIAL IMPACTL____

46-2

16


t f

--- shy









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I

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12deg

BLO

CKO

UT

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SP

AC

ES

75

~15

6

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6

8

52

3

71

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9

POST

11

31

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r

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47

4

8

39middot

29

-1

4

19

9

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5 75

w

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fR

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coll

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ION

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AS 7

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2

0

11

llll

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L

0

21

10

8 N

il[

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2

0

21

80

8

JB

I Dat

e Sc

ltgtlbull

2

20

51

3

01

08

3

0

21

22

oa

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4

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ICAL

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ER

9 5

i deg

gt

-= --=

tl

2 0 gtlt ~

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f- I I 47 48 39 29 14 19 9 75

PLAN VIEW


tRAIL AT THE POST

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~J IR~ io1nim11

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LI i i-


L_ 1

SQUISHER DETAIL D





Ja I Scale E

220513 0108 JB gt 3 02122108 4 IShttl No


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00 0




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DH I01~8 - Hlpo

00 w

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~ ~ __

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-

ROD DETAIL A-A-5

tr 516 X 2 12 HEX



GAUGE i l t



220513 0108 JB ~3~middot~-J--t~~-------~r~--11


5


I I -- I 1 bull 4

---1middot--

rrf [l]l ~ 3

TYP middot

~ r-- --- 1

0 0 16

])_1 33 ~l _lTYP 8 25 25 centg TYP


73372 8 cent1 ~ TYP

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40

L ~

v L__J __ POSTS





220513 0108 JB 34 Sheet No


O IOmt- H4

00 VI



~[_[i - L_ co=c=== ======~==========1==J

ELEVATION VIEW

--------4512---shy

ci 1 = d JH 1 DrA- 4 +

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I I o I

J-

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6 14

SQUISHER DETAIL D ~

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00

deg

00 i ~[

6 12 22 34---__J

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0

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r ~ shy



1 021108 NOE


3 021220B JB 220513 01 0B JS


o 11 me 2s1

Sheet No 9 of 12

0 v i t

078

cent1 GR5 ED I 13 I

-7t-15__J

1 2 THK PLATE


PLATE DETAIL E


Ii


L8






DH 10 2009 bull 1511

00 00

1 3oJ

3i 371

4 12l ~ s middot I I 2 I ~ ~-8

162

l

middot1 s

r~ 6


JC middotamiddot

2 TYP


bull 162 bull


~ CD cp CD cb cD

~

~


4 1 (TYP) ~


s1 2 TYP 2 t





4 I Sheet No


Ott I mamiddot lO~

00 0

51



bullc==_------------7Ee


48


8

I I

~TT y 8T 5middotL~

11f 01~ r--r-_L6~ ~

t S4~ ~


t DETAIL JL_ 1



I OZ1108 NDt i

Project No 2 220513

I STATION

Dote I TEXAS 77843

Drawn Dy I ~

DETAIL I IScole


Doc t~ ms l 06pbull

0deg

5


i DETAIL G


- H I I A ~ ~






---+------ 18 SPACES 75 0C ~ 112-6

10 111 12 13 14 20 121

22 23 24




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~







BUTION HEAD BOLT



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I

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~~

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deg

8 BLOCKOUT

~~ DETAIL G

f- 1 bull I I 47 48 39 29 19

9 75 75

24 14 4



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l bull u

31 i


~ (POSTS 2-8) l





J0809231 NOE I



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N deg

[i

L 8 BLOCKOUT



75 75 75 75 75 75 75




POST 24

I

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I i

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lH deg



GROUND LINE

W6x15

N r-shy

72

iMODIFIED CRP j



-~~~~~~~~~~~~~~~~~--~




L ~ 4middot 6

Ott 101001deg 0lpm

IQ

15middot


DETAIL A-A-4


i~I~ l J ~

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3 4 Sheet No


oc 11 Ill 11

0 v

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1 I I 4 1 3 53 _____


l)

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2 --1-- 2 _j _ THK i ~

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~ 220513-2 080923 NDE

I Sheel No

I



degC

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~


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1

4 f I 1

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jJ f- DETAIL A-A-5






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0 J

6 I I

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1 TYP


7

1 TYP

72 72 65

40

l SYTP-W6X85



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3 4 5





14 I

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lt I ~ I 7

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2 t i

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Dole (Drawn By 2I

IScBle 220513-2 080923( NOE

34 I Sheet No


OF

J 4

Lr----1--l

Ooc tl1008 I07~o

deg deg

---



6 1I4THK__-1 I

~ ~

14THK__ 2

7 1 22

f- IIshy

77degJ4

1 634

r cLLJ ~2t=i ~2 i



3 220$13-2 0910923 ND[ I bull sect



100

7 i-- --l

~2

I I 14rnT

r 22 -14THK


19Z 17Dlf1 r shy

7X2

L 8 f6 14THK

li~ LJ

~I 122



r-3~-1

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1 TYP

bullI I middot i






I


5


0

shy

r 22~ 141

258


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f 9~

1~middot

1---lsg


D 8

D t---21rg4( I z -~41

29~ 4

14THK

141aj ~







2 middot 220515-2 080925 ND(

3 Sheet No


0112111-111

0 N

3 3 4 4

0 78

THREADE~ cent1 GR5

516 ~1 ~1~~~-tt-=t

L L

OJ 11 lllOJ

lrlmiddot 1 11

I 2r -T-t-~--

34cent TYP

13 bull 15 2_J 1~11

12 THK PLATE











I I I 220513-2 080923 NOE


-0 w



2 (14 PLATE) l ~========771

112

n bull I

I

bull

34X2SLOT



DETAIL H r 8 I


STRUT ~-PLATE 2

I 5z L6 J 10 L ~

~ 1







-0 ~

-------81~



DETAIL I

~ 1

I bull 13-7 bull

r-37Y 37Y T 37Y T 37Y---- ~- I I

I

1+ -~-


4 =1 1 X 1 16 SPUCE

(TYP) lt







i t

bull

220513-2 0809231 NOE 3


6 15 of 18

o 10 ma 2 llr=

0 v

~14Y ----------10-52--------- shy





~14Ymiddot --------------13-7------------~--



I I 1157


5 SPACES j 8)2 2 12 0C= 12 12




I



GUARDRAIL L



0

deg


- GALVANIZED CLEVIS

--- ~ PARTCL25

t- shy~~~~~~





I


a 2 I I4 5

oc i r1 bull 11~

0 -

_ o END VIEW

1middot1 7 4

~-

l II

l ~~ J SIDE VIEW

215

11 ib (B)


~~fl PART (A)

(C)u 1~4- T i-r

o bull

o-t 1 I 14

1~41 14

1~4-2~middot


v

~ I 2 22 Jtl1shy


1 i




~ IScole

220513-2 0809231 NOE


5 18or18

0lt 10 ICC - 1111

0 00



QI

~ E D I


Name DonGripne














Address 2


Country USA

PRODUCT DESCRIPTION








Evaluation Results

3-30 (1100()


WAIVER REQUES

3-31 (2270P)


WAIVER REQUES

3-32 (11 OOC)


WAIVER REQUES

3-33 (2270P)


WAIVER REQUES





Evaluation Results

3-34 (11 OOC)


WAIVER REQUES


3-35 (2270P)


WAIVER REQUES


3-36 (2270P)


WAIVER REQUES



3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)













Country USA











review





i


0000 s 0252 s 0506 s 0758 s



r CUiARDAM CtTN I


INITIAL IMPACTL____

46-2

16


t f

--- shy









SLOOCD llmiddotBCut










0000 s 0159 s 0321 s 0643 s

I

IJdeg-6 ~mWREST








0000 s 0125 s 0251 s 0500 s












0000 s 0121 s 0243 s 0365 s

SLOTIED W-BEAtI

W-BEAM POST 5

JI POST OCTAIL B

CVARO RAIL

CVARORAIL

CRP POST OETA1L A







12deg

BLO

CKO

UT

SEE

SP

AC

ES

75

~15

6

PAC

E 11

6

8

52

3

71

POST

9

POST

11

31

DET

AIL

r

L_

J

47

4

8

39middot

29

-1

4

19

9

bull T

S T

5 75

w

75

75

l5

6

8-

--5

2

NO

TE -4

O

ffSC

T

rRO

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POST

1

TO

POST

6

PLA

N

VIEW

-A

ll

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SUR

EMEN

TS

ARE

TO

THE

fR

ON

TSlD

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or R

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DH 10 2009 bull 1511

00 00

1 3oJ

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Project No 2 220513

I STATION

Dote I TEXAS 77843

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6 15 of 18

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Evaluation Results

3-30 (1100()


WAIVER REQUES

3-31 (2270P)


WAIVER REQUES

3-32 (11 OOC)


WAIVER REQUES

3-33 (2270P)


WAIVER REQUES





Evaluation Results

3-34 (11 OOC)


WAIVER REQUES


3-35 (2270P)


WAIVER REQUES


3-36 (2270P)


WAIVER REQUES



3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)













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review





i


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INITIAL IMPACTL____

46-2

16


t f

--- shy









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9

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tr 516 X 2 12 HEX



GAUGE i l t



220513 0108 JB ~3~middot~-J--t~~-------~r~--11


5


I I -- I 1 bull 4

---1middot--

rrf [l]l ~ 3

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0 0 16

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73372 8 cent1 ~ TYP

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40

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220513 0108 JB 34 Sheet No


O IOmt- H4

00 VI



~[_[i - L_ co=c=== ======~==========1==J

ELEVATION VIEW

--------4512---shy

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6 12 22 34---__J

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1 021108 NOE


3 021220B JB 220513 01 0B JS


o 11 me 2s1

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0 v i t

078

cent1 GR5 ED I 13 I

-7t-15__J

1 2 THK PLATE


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Ii


L8






DH 10 2009 bull 1511

00 00

1 3oJ

3i 371

4 12l ~ s middot I I 2 I ~ ~-8

162

l

middot1 s

r~ 6


JC middotamiddot

2 TYP


bull 162 bull


~ CD cp CD cb cD

~

~


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s1 2 TYP 2 t





4 I Sheet No


Ott I mamiddot lO~

00 0

51



bullc==_------------7Ee


48


8

I I

~TT y 8T 5middotL~

11f 01~ r--r-_L6~ ~

t S4~ ~


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I OZ1108 NDt i

Project No 2 220513

I STATION

Dote I TEXAS 77843

Drawn Dy I ~

DETAIL I IScole


Doc t~ ms l 06pbull

0deg

5


i DETAIL G


- H I I A ~ ~






---+------ 18 SPACES 75 0C ~ 112-6

10 111 12 13 14 20 121

22 23 24




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I

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f- 1 bull I I 47 48 39 29 19

9 75 75

24 14 4



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31 i


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J0809231 NOE I



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N deg

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75 75 75 75 75 75 75




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72

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3 4 Sheet No


oc 11 Ill 11

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40

l SYTP-W6X85



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3 4 5





14 I

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lt I ~ I 7

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2 t i

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34 I Sheet No


OF

J 4

Lr----1--l

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deg deg

---



6 1I4THK__-1 I

~ ~

14THK__ 2

7 1 22

f- IIshy

77degJ4

1 634

r cLLJ ~2t=i ~2 i



3 220$13-2 0910923 ND[ I bull sect



100

7 i-- --l

~2

I I 14rnT

r 22 -14THK


19Z 17Dlf1 r shy

7X2

L 8 f6 14THK

li~ LJ

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258


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3 Sheet No


0112111-111

0 N

3 3 4 4

0 78

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516 ~1 ~1~~~-tt-=t

L L

OJ 11 lllOJ

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13 bull 15 2_J 1~11

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I I I 220513-2 080923 NOE


-0 w



2 (14 PLATE) l ~========771

112

n bull I

I

bull

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STRUT ~-PLATE 2

I 5z L6 J 10 L ~

~ 1







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DETAIL I

~ 1

I bull 13-7 bull

r-37Y 37Y T 37Y T 37Y---- ~- I I

I

1+ -~-


4 =1 1 X 1 16 SPUCE

(TYP) lt







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bull

220513-2 0809231 NOE 3


6 15 of 18

o 10 ma 2 llr=

0 v

~14Y ----------10-52--------- shy





~14Ymiddot --------------13-7------------~--



I I 1157


5 SPACES j 8)2 2 12 0C= 12 12




I



GUARDRAIL L



0

deg


- GALVANIZED CLEVIS

--- ~ PARTCL25

t- shy~~~~~~





I


a 2 I I4 5

oc i r1 bull 11~

0 -

_ o END VIEW

1middot1 7 4

~-

l II

l ~~ J SIDE VIEW

215

11 ib (B)


~~fl PART (A)

(C)u 1~4- T i-r

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o-t 1 I 14

1~41 14

1~4-2~middot


v

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1 i




~ IScole

220513-2 0809231 NOE


5 18or18

0lt 10 ICC - 1111

0 00





Evaluation Results

3-34 (11 OOC)


WAIVER REQUES


3-35 (2270P)


WAIVER REQUES


3-36 (2270P)


WAIVER REQUES



3-37 (2270P)

3-38 (1500A)

3-40 (11 OOC)

3-41 (2270P)

3-42 (11 OOC)

3-43 (2270P)

3-44 (2270P)

3-45 (1 SOOA)













Country USA











review





i


0000 s 0252 s 0506 s 0758 s



r CUiARDAM CtTN I


INITIAL IMPACTL____

46-2

16


t f

--- shy









SLOOCD llmiddotBCut










0000 s 0159 s 0321 s 0643 s

I

IJdeg-6 ~mWREST








0000 s 0125 s 0251 s 0500 s












0000 s 0121 s 0243 s 0365 s

SLOTIED W-BEAtI

W-BEAM POST 5

JI POST OCTAIL B

CVARO RAIL

CVARORAIL

CRP POST OETA1L A







12deg

BLO

CKO

UT

SEE

SP

AC

ES

75

~15

6

PAC

E 11

6

8

52

3

71

POST

9

POST

11

31

DET

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r

L_

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47

4

8

39middot

29

-1

4

19

9

bull T

S T

5 75

w

75

75

l5

6

8-

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2

NO

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rRO

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6

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ARE

TO

THE

fR

ON

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AT

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I1

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3

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6

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GU

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RAI

L D

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I ~~

1

68

1

s=

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---



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_ o END VIEW

1middot1 7 4

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l II

l ~~ J SIDE VIEW

215

11 ib (B)


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5 18or18

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~14Y ----------10-52--------- shy





~14Ymiddot --------------13-7------------~--



I I 1157


5 SPACES j 8)2 2 12 0C= 12 12




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GUARDRAIL L



0

deg


- GALVANIZED CLEVIS

--- ~ PARTCL25

t- shy~~~~~~





I


a 2 I I4 5

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0 -

_ o END VIEW

1middot1 7 4

~-

l II

l ~~ J SIDE VIEW

215

11 ib (B)


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5 18or18

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0 00


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t- shy~~~~~~





I


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0 -

_ o END VIEW

1middot1 7 4

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l ~~ J SIDE VIEW

215

11 ib (B)


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v

~ I 2 22 Jtl1shy


1 i




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220513-2 0809231 NOE


5 18or18

0lt 10 ICC - 1111

0 00

_ o END VIEW

1middot1 7 4

~-

l II

l ~~ J SIDE VIEW

215

11 ib (B)


~~fl PART (A)

(C)u 1~4- T i-r

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o-t 1 I 14

1~41 14

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v

~ I 2 22 Jtl1shy


1 i




~ IScole

220513-2 0809231 NOE


5 18or18

0lt 10 ICC - 1111

0 00

Documents

1200 New Jersey Ave., SE of TronsportoliO'l · 2012-09-07 · pitch was 7 degrees. Occupant risk factors were within the limits specified for MASH test 3-30. The vehicle subsequently