U.S. Department 

of Transportation 

Federal Highway 

Administration 

May 13, 2020 

1200 New Jersey Ave., SE 

Washington, D.C. 20590 

In Reply Refer To: 

HSST-1/B-335 

Mr. Omar Fernandez 

MTA Bridges and Tunnels – Triborough Bridge & Tunnel Authority 

Bronx-Whitestone Facility Building 

1 Hutchinson River Parkway 

Bronx, NY 10465 

USA 

Dear Mr. Fernandez: 

This letter is in response to your December 12, 2019 request for the Federal Highway 

Administration (FHWA) to review a roadside safety device, hardware, or system for eligibility for 

reimbursement under the Federal-aid highway program. This FHWA letter of eligibility is 

assigned FHWA control number B-335 and is valid until a subsequent letter is issued by FHWA 

that expressly references this device. 

Decision 

The following device is eligible within the length-of-need, with details provided in the form 

which is attached as an integral part of this letter: 

• Bronx Whitestone Median Barrier Extension Bridge Rail 

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, 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: Bronx Whitestone Median Barrier Extension Bridge Rail 

Type of system: Longitudinal Barrier 

Test Level: MASH Test Level 4 (TL4) 

Testing conducted by: Texas A&M Transportation Institute 

Date of request: December 12, 2019 

FHWA concurs with the recommendation of the accredited crash testing laboratory on the 

attached form. 

In accordance with FHWA’s Memo “Federal-aid Reimbursement Eligibility Process for Safety 

Hardware Devices” dated November 12, 2015, FHWA will make note of any reported damage to 

a test vehicle’s fuel tank. AASHTO’s MASH states “Although not a specific factor in assessing 

test results, integrity of a test vehicle’s fuel tank is a potential concern. It is preferable that the

fuel tank remains intact and not be punctured. Damage or rupture of the fuel tank, oil pan, or 

other feature that might serve as a surrogate of the fuel tank should be reported”. A test report 

included in this submittal documenting Test 4-12 (Report for test 611351-1) states that the fuel 

tank on the right side of the test vehicle was damaged. 

Full Description of the Eligible Device 

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

done, videos of any crash testing, and/or drawings of the device, are described in the attached 

form. 

Notice 

This eligibility letter is issued for the subject device as tested. Modifications made to the device 

are not covered by this letter. Any modifications to this device should be submitted to the user 

(i.e., state DOT) as per their requirements. 

You are expected to supply potential users with sufficient information on design, installation and 

maintenance requirements to ensure proper performance. 

You are expected to certify to potential users that the hardware furnished has the same chemistry, 

mechanical properties, and geometry as that submitted for review, and that it will meet the test 

and evaluation criteria of AASHTO’s MASH.
Issuance ofthis letter does not convey property rights ofany 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 infonnation submitted in support ofyour 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 infonnation about the crashworthiness ofthe system. 

Standard Provisions 

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

control number B-335 shall not be reproduced except in full. This letter and the test 

documentation upon which it is based are public information. All such letters and 

documentation may be reviewed upon request. 

• This letter shall not be construed as authorization or consent by the FHWA to use, 

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

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

determination of validity, scope, or ownership of any intellectual property rights to a 

specific device or design. Further, this letter does not impute any distribution or licensing 

rights to the requester. This FHWA eligibility letter determination is made based solely 

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

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

information related to crash testing. 

Sincerely, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
 

 

 

 

 

 

 

 

 

 

 

 

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Version 10.0 (05/16) 

Page 1 of 7 

Request for Federal Aid Reimbursement Eligibility 

of Highway Safety Hardware 

S

u

bmitter 

Date of Request: 12/12/2019 New Resubmission 

Name: GavinDaly,P.E. 

Company: HNTBCorporation 

Address: EmpireStateBuilding,350FifthAvenue,57thFloor,NewYork,NY 10118 

Country: USA 

To: Michael S. Griffith, Director 

FHWA, Office of Safety Technologies 

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

highway program. 

Device&TestingCriterion-Enter from right to left starting with TestLevel ! -! - ! ! -! -! 

SystemType SubmissionType DeviceName / Variant TestingCriterion Test 

Level 

'B':Rigid/Semi-RigidBarriers 

(Roadside, Median, Bridge 

Railings) 

PhysicalCrashTesting 

Engineering Analysis 

BronxWhitestone 

MedianBarrierExtension 

BridgeRail 

AASHTOMASH TL4 

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: OmarFernandez SameasSubmitter 

CompanyName: MTABridges&Tunnels-TriboroughBridge &TunnelAuthority SameasSubmitter 

Address: Bronx-WhitestoneFacilityBuilding,1HutchinsonRiverParkway SameasSubmitter 

Country: Bronx,NY10465,USA SameasSubmitter 

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

Eligibility Process for Safety Hardware Devices' document. 

HNTB:HNTBCorporation isa paid consultant for MTA-TBTAfor thisBronxWhitestoneMedianBarrierExtension 

BridgeRail project and eligibility request. HNTBhasno further financial interest in the useof this barriersystem. 

TTI:TexasA&MTransportation Institute(TTI)wascontracted byHNTBto perform full-scalecrash testing of the 

Bronx Whitestone Median Barrier Extension Bridge Rail. There are no shared financial interests in the Bronx 

Whitestone Median Barrier Extension Bridge Rail design by TTI, or between HNTB and TTI, other than costs 

involved in theactual crash testsandreportsfor thissubmission toFHWA. 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PRODUCT DESCRIPTION 

Help 

New Hardwareor Modification to 

Significant Modification ExistingHardware 

Theinstallation was210 ft long,and wascomprised of 14 barriersegmentsthat wereeach14 ft-93⁄4 inches 

long.Eachsegment wascomprised of a lowersteel medianbarrierandan upper barrier extension. Adjacent 

segmentswereconnected through boltedsplice connections. 

The lower steel median barrier was comprised of posts fabricated from steel plates that were spaced 4 ft 111⁄4 

inchesapart. Steel tubes were attached to each side of these postsand an outer steel shell covered the tubes 

to provideasmooth barrier faceon eachside of thelower medianbarrier. 

The upper barrier extension was comprised of vertical posts that were attached on top of the lower steel 

median barrier posts. Acrylic panelswere installed betweenadjacent postsof the upper barrier extension. A 

rail comprised of a pair of HSStubeswasattached to eachside of the upper barrier extension postsnear the 

bottom of the upper barrierextension. 

A 14 ft-73⁄4 inchesgap in the upper barrier extension, with postson eachside,wasbuilt into thesystem near 

oneend of the installation. No upper barrier extension postsor acrylic panelswere present in this gap.Instead, 

a top rail comprised of two steel tubesspanned thegapand connected theadjacent upper barrier extension 

posts. Additionally, theouterHSStubesof the typical rail extendacrossthe gap. 

The top of the lowersteel median barrier was323⁄8 inchesabovegrade,thecenterlineof the bottom rail of the 

upper barrier extension was 413⁄4 inchesabove grade, and the top of the railing posts was 69 inchesabove 

grade. 

CRASH TESTING 

Bysignaturebelow, theEngineeraffiliated with the testing laboratory, agreesin support of thissubmission 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 testsare necessary to determine the device meets 

theMASH criteria. 

Engineer Name: NaumanM.Sheikh,P.E. 

EngineerSignature: NaumanSheikh Digitallysigned by NaumanSheikh 

Date:2019.11.25 17:16:58-06'00' 

Address: TTI,TAMUS3135,CollegeStation,TX77843-3135 SameasSubmitter 

Country: USA SameasSubmitter 

A brief description of each crash test and its result: 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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RequiredTest 

Number 

Narrative 

Description 

Evaluation 

Results 

4-10(1100C) 

Test4-10 involvesan 1100Cvehicle 

impacting the test article at a target impact 

speedof 62 mi/h and target angle of 25°. 

The target CIPfor the right corner of the 

front bumper was 3.6 ft upstream of the 

joint betweensegments6&7. 

The results of the test conducted on April 

30, 2019, are found in TTI Test Report No. 

611351-01.The2008KiaRio test vehiclewas 

travelingat an impactspeedof 62.7mi/h as 

it made contact with the Bronx Whitestone 

Median Barrier Extension Bridge Rail 3.7 ft 

upstream of the joint between segments 6 

&7andat an impactangle of 25.1°.After 

lossof contact with the barrier, thevehicle 

came to rest 235 ft downstream of the 

impact point and 64 ft toward the traffic 

lanes. 

The Bronx Whitestone Median Barrier 

Extension Bridge Rail contained and 

redirected the 1100C vehicle. The vehicle 

did not penetrate, underride, or override 

the installation. No dynamic deflection or 

permanent deformation wasobserved. No 

detached elements, fragments, or other 

debris were present to penetrate or show 

potential for penetrating the occupant 

compartment, or to present hazard to 

others in the area. The 1100C vehicle 

remained upright during and after the 

collision event. Maximum roll and pitch 

angleswere27°and 8°,respectively. 

Longitudinal OIV was 18.4 ft/s and lateral 

OIV was 33.8 ft/s. Maximum longitudinal 

occupant ridedown acceleration was6.0g, 

and maximum lateral occupant ridedown 

acceleration was 10.2 g. Occupant risk 

factors were within the maximum limits 

specified inMASH. 

Maximum exteriorcrush to thevehicle was 

8.0inchesin theside planeat theright front 

corner at bumper height. Maximum 

occupant compartment deformation was 

1.5inchesin theright front floor pan. 

PASS 

The Bronx Whitestone Median Barrier 

ExtensionBridgeRail performedacceptably 

forMASH test 4-10. 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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RequiredTest 

Number 

Narrative 

Description 

Evaluation 

Results 

4-11(2270P) 

Test4-11 involvesa2270Pvehicle 

impacting the test article at a target impact 

speedof 62 mi/h and target angle of 25°. 

The target CIPfor the right corner of the 

front bumper was 4.3 ft upstream of the 

joint betweensegments8&9. 

Theresultsof the testconductedon May2, 

2019,arefound in TTITestReport No. 

611351-01.The2014RAM1500 test vehicle 

wastravelingat an impactspeedof 62.9mi/ 

h as it made contact with the Bronx 

WhitestoneMedianBarrierExtensionBridge 

Rail 4.1 ft upstream of the joint between 

segments 8 & 9 and at an impact angle of 

25.9°. After loss of contact with the barrier, 

thevehiclecameto rest215 ft downstream 

of the impact point and 2 ft toward the 

traffic lanes. 

The Bronx Whitestone Median Barrier 

Extension Bridge Rail contained and 

redirected the 2270P vehicle. The vehicle 

did not penetrate, underride, or override 

the installation. Maximum dynamic 

deflection was 0.7 inches, and no 

permanent deformation wasobserved. No 

detached elements, fragments, or other 

debris were present to penetrate or show 

potential for penetrating the occupant 

compartment, or to present hazard to 

others in the area. The 2270P vehicle 

remained upright during and after the 

collision event. Maximum roll and pitch 

angleswere19°and 5°,respectively. 

Longitudinal OIV was 20.3 ft/s and lateral 

OIV was 29.5 ft/s. Maximum longitudinal 

occupant ridedown acceleration was 5.3 g, 

and maximum lateral occupant ridedown 

acceleration was9.7g.Occupant riskfactors 

were within the preferred limitsspecified in 

MASH. 

Maximum exteriorcrush to thevehicle was 

11.0 inches in the side plane at the right 

front cornerat bumper height. Maximum 

occupant compartment deformation was 

4.5inchesin the right front firewall area. 

The Bronx Whitestone Median Barrier 

ExtensionBridgeRail performedacceptably 

forMASH test 4-11. 

PASS 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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4-12(10000S) 

Test4-12 involvesa10000Svehicle 

impacting the testarticleat a target impact 

speedof 56 mi/h and target angle of 15°. 

Two Test 4-12's were performed on the 

barrier.TestNo.611351-1wasperformedin 

themain length-of-needof thebarrier.Test 

611351-2 was performed to evaluate the 

opensection of theupper barrierextension. 

The Bronx Whitestone Median Barrier 

ExtensionBridgeRail performedacceptably 

for both MASH test 4-12's, assummarized 

below: 

TEST611351-1: 

The target CIPfor the right corner of the 

front bumper was 5.0 ft upstream of the 

joint betweensegments2&3. 

Theresultsof the testconductedon May6, 

2019,arefound inTTITestReport No. 

611351-01.The2012 International4300SUT 

test vehicle wastravelingat an impact 

speedof 57.2mi/h asit madecontact with 

the Bronx Whitestone Median Barrier 

ExtensionBridgeRail 5.8ft upstream of the 

joint between segments 2 & 3, and at an 

impactangle of 14.9°.After lossof contact 

with the barrier, the vehicle came to rest 

352ft downstream of theimpact point and 

30ft toward thefield side. 

The Bronx Whitestone Median Barrier 

Extension Bridge Rail contained and 

redirected the10000Svehicle. Thevehicle 

did not penetrate, underride, or override 

the installation. Any dynamic deflection 

wasobscuredin thecameraviews,but no 

permanent deformation wasobserved. No 

detached elements, fragments, or other 

debris were present to penetrate or show 

potential for penetrating the occupant 

compartment, or to present hazard to 

others in the area. The 10000S vehicle 

remained upright during and after the 

collision event. Maximum roll and pitch 

angleswere25°and4°,respectively. 

Longitudinal OIVwas7.5ft/s,and lateralOIV 

was16.1ft/s. 

Maximum longitudinal occupant ridedown 

acceleration was2.0g,and maximum lateral 

occupant ridedown acceleration was4.5g. 

Maximum exteriorcrush to thevehicle was 

10.0 inchesat the right front corner at 

bumper height. Maximum occupant 

compartment deformation was3.0inchesin 

theright floor panarea. 

SeeAdditionalTest4-12 info next page----

PASS 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 6 of 7 

4-12(10000S) 

ADDITIONALTEST611351-2: 

ThetargetCIPfor theleft corner of thefront 

bumper was 16.5 ft upstream of the 

upstream edge of top of post #4. 

Theresultsof the testconductedon May8, 

2019,arefound in TTITestReport No. 

611351-01.The2013 International4300SUT 

test vehicle wastravelingat an impact 

speed of 57.1 mi/h as it made contact with 

the Bronx Whitestone Median Barrier 

ExtensionBridgeRail16.5ft upstream of the 

upstream edge of top of post #4, and at an 

impact angle of 15.2°. After loss of contact 

with the barrier, the vehicle came to rest 

315 ft downstream of the impact point and 

18 ft toward the field side. 

The Bronx Whitestone Median Barrier 

Extension Bridge Rail contained and 

redirected the10000Svehicle. Thevehicle 

did not penetrate, underride, or override 

the installation. Maximum dynamic 

deflection was 1.5 inches, and no 

permanent deformation wasobserved. No 

detached elements, fragments, or other 

debris were present to penetrate or show 

potential for penetrating the occupant 

compartment, or to present hazard to 

others in the area. The 10000S vehicle 

remained upright during and after the 

collision event. Maximum roll and pitch 

angleswere23°and 7°,respectively. 

Longitudinal OIVwas6.2ft/s,and lateralOIV 

was14.1ft/s. 

Maximum longitudinal occupant ridedown 

acceleration was3.5g,and maximum lateral 

occupant ridedown acceleration was16.7g. 

Maximum exteriorcrush to thevehicle was 

14.0 inchesat the left front corner at 

bumper height. Maximum occupant 

compartment deformation was5.0inchesin 

theleft firewall area. 

PASS 

4-20 & 4-21 4-20 & 4-21: Device isnot a transition Non-Relevant Test,not conducted 

4-22(10000S) 4-22: Device isnot a transition Non-Relevant Test,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.): 
 

 

 

 

 

 

 

 

 

 

 

Version 10.0 (05/16) 

Page 7 of 7 

Laboratory Name: TexasA&MTransportation Institute 

LaboratorySignature: Digitally signed by DarrellL.Kuhn 

'Date:2019.11.2513:51:30-06'00 

Address: TTI,TAMUSMS3135,CollegeStation,TX77843-3135 SameasSubmitter 

Country: USA SameasSubmitter 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

ISO17025-2017 Laboratory 

A2LACertificate Number:2821.01 

ValidTo:April 30,2021 

Digitallysigned byGavinDaly 

SubmitterSignature*: GavinDaly Date:2019.11.26 17:49:10 

-05'00' 

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 

support of this request. 

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

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

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

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

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

to facilitate our review. 

FHWA Official Business Only: 

Eligibility Letter 

Number Date Key Words 

2·-J 

f§ 

Exit Angle 13.5' 

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215' 

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Exit Angle Box 

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TR No. 611351-01 28 2019-08-20 0.000 s 0.100 s 0.200 s 

General Information Impact Conditions Post-Impact Trajectory Test Agency....................... Texas A&M Transportation Institute (TTI) Speed ................................ 62.9 mi/h Stopping Distance......

Test Standard Test No....... MASH Test 4-11 Angle ................................. 25.9° 

TTI Test No. ...................... 611351-4 Location/Orientation........... 4.1 ft upstream of Vehicle Stability Test Date........................... 2019-05-02 joint 8-9 Maximum Yaw Angle .

Test Article Impact Severity.................... 126 kip-ft Maximum Pitch Angle 

Type .................................. Longitudinal Barrier – Bridge Rail Exit Conditions Maximum Roll Angle ..

Name................................. Bronx Whitestone Bridge Rail Speed ................................ 49.5 mi/h Vehicle Snagging.......Installation Length.............. 210 ft Trajectory/Heading Angle... 3.9° / 2.1° Vehicle Pocketing ......Material or Key Elements ... Steel plate posts, steel parapet covering Occupant Risk Values Test Article Deflections steel beams secured to posts, fabricated Longitudinal OIV ................ 20.3 ft/s Dynamic.....................

steel rail above the parapet, acrylic Lateral OIV......................... 29.5 ft/s Permanent .................

windscreen above parapet and rail Longitudinal Ridedown....... 5.3 g Working Width............

supported by posts Lateral Ridedown ............... 9.7 g Height of Working Wid

Soil Type and Condition ..... Reinforced concrete foundation, damp THIV .................................. 39.2 km/h Test Vehicle PHD................................... 10.1 g Type/Designation............... 2270P ASI..................................... 2.17 Vehicle Damage Make and Model ................ 2014 RAM 1500 Pickup Max. 0.050-s Average VDS..........................

Curb................................... 4941 lb Longitudinal .................... -9.5 g CDC..........................Test Inertial........................ 5010 lb Lateral............................. -16.3 g Max. Exterior DeformaDummy .............................. 165 lb Vertical............................ -4.2 g OCDI.........................Gross Static ....................... 5175 lb Max. Occupant Comp

Deformation............

Figure 6.6. Summary of Results for MASH Test 4-11 on Bronx Whitestone Bridge Rai
352' 

f CIC:] 

30' 

f 

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Exit Angle 

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TR No. 611351-01 35 2019-08-20 0.000 s 0.200 s 0.400 s 

General Information Impact Conditions Post-Impact Trajectory Test Agency....................... Texas A&M Transportation Institute (TTI) Speed ................................ 57.2 mi/h Stopping Distance......

Test Standard Test No....... MASH Test 4-12 Angle ................................. 14.9° TTI Test No. ...................... 611351-1 Location/Orientation........... 5.8 ft upstream of Vehicle Stability Test Date........................... 2019-05-06 joint 2-3 Maximum Yaw Angle .

Test Article Impact Severity.................... 160 kip-ft Maximum Pitch Angle 

Type .................................. Longitudinal Barrier – Bridge Rail Exit Conditions Maximum Roll Angle ..

Name................................. Bronx Whitestone Bridge Rail Speed ................................ 50.4 mi/h Vehicle Snagging.......Installation Length.............. 210 ft Trajectory/Heading Angle... 0.6° / 0° Vehicle Pocketing ......Material or Key Elements ... Steel plate posts, steel parapet covering Occupant Risk Values Test Article Deflections steel beams secured to posts, fabricated Longitudinal OIV ................ 7.5 ft/s Dynamic.....................

steel rail above the parapet, acrylic Lateral OIV......................... 16.1 ft/s Permanent .................

windscreen above parapet and rail Longitudinal Ridedown....... 2.0 g Working Width............

supported by posts Lateral Ridedown ............... 4.5 g Height of Working Wid

Soil Type and Condition ..... Reinforced concrete foundation, damp THIV .................................. 19.9 km/h Vehicle Damage Test Vehicle PHD................................... 4.6 g VDS..........................

Type/Designation............... 10000S ASI..................................... 0.84 CDC..........................Make and Model ................ 2012 International 4300 Single-Unit Truck Max. 0.050-s Average Max. Exterior Deforma

Curb................................... 14,070 lb Longitudinal .................... -1.9 g OCDI.........................Test Inertial........................ 22,110 lb Lateral............................. -7.0 g Max. Occupant CompDummy .............................. No dummy Vertical............................ -3.3 g Deformation............Gross Static ....................... 22,110 lb Figure 7.6. Summary of Results for MASH Test 4-12 on Bronx Whitestone Bridge Rai
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TR No. 611351-01 42 2019-08-20 0.000 s 0.200 s 0.400 s 0.700 s General Information Impact Conditions Post-Impact Trajectory Test Agency....................... Texas A&M Transportation Institute (TTI) Speed ................................ 57.1 mi/h Stopping Distance..................... 315 ft downstream Test Standard Test No....... MASH Test 4-12 Angle ................................. 15.2° 18 ft twd field side TTI Test No. ...................... 611351-2 Location/Orientation........... 16.5 ft upstream of Vehicle Stability Test Date........................... 2019-05-08 upstream edge of Maximum Yaw Angle ................ 17° Test Article post 4 Maximum Pitch Angle ............... 7° Type .................................. Longitudinal Barrier – Bridge Rail Impact Severity.................... 167 kip-ft Maximum Roll Angle ................. 23° Name................................. Bronx Whitestone Bridge Rail Exit Conditions Vehicle Snagging...................... No Installation Length.............. 210 ft Speed ................................ 53.0 mi/h Vehicle Pocketing ..................... No Material or Key Elements ... Steel plate posts, steel parapet covering Trajectory/Heading Angle... 2.1° / 0° Test Article Deflections steel beams secured to posts, fabricated Occupant Risk Values Dynamic.................................... 1.5 inches steel rail above the parapet, acrylic Longitudinal OIV ................ 6.2 ft/s Permanent ................................ 0 inches windscreen above parapet and rail Lateral OIV......................... 14.1 ft/s Working Width........................... 43.8 inches supported by posts Longitudinal Ridedown....... 3.5 g Height of Working Width ........... 135.6 inches Soil Type and Condition ..... Reinforced concrete foundation, damp Lateral Ridedown ............... 16.7 g Vehicle Damage Test Vehicle THIV .................................. 17.0 km/h VDS.......................................... NA Type/Designation............... 10000S PHD................................... 16.7 g CDC.......................................... 11FREW3 Make and Model ................ 2013 International 4300 Single-Unit Truck ASI..................................... 0.67 Max. Exterior Deformation......... 14.0 inches Curb................................... 14,190 lb Max. 0.050-s Average OCDI......................................... NA Test Inertial........................ 22,270 lb Longitudinal .................... -2.2 g Max. Occupant Compartment Dummy .............................. No dummy Lateral............................. 6.2 g Deformation........................... 5.0 inches Gross Static ....................... 22,270 lb Vertical............................ 2.8 g Figure 8.6. Summary of Results for MASH Test 4-12 on Bronx Whitestone Bridge Rail.
TRIBOROUGH BRIDGE AND TUNNEL AUTHORITY 

CONTRACT NO◊ PSC-16-2991 

MEDIAN BARRIER EXTENSION CRASH TEST AND FABRICATION 

FOR THE BRONX WHITESTONE BRIDGE 

AS-BUILT DRAWINGS 

PREPARED BY: 

HNTB CORPORATION 

EMPIRE ST A TE BUILDING 

350 5TH A VE) 57TH FL, 

NEW YORK? NY 10118 

DATE: 06/05/2019 
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INDEX OF DRAWINGS 

SHEET DWG. 

NO. NO. DRAWING TITLE 

GENERAL 

001 TITLE SHEET 

002 G-001 INDEX OF DRAWINGS, ABBREVIATIONS AND LEGENDS 

003 G-002 GENERAL NOTES 

004 G-003 GENERAL ELEVATION SHEET 1 OF 2 

005 G-004 GENERAL ELEVATION SHEET 2 OF 2 

STRUCTURAL 

006 S-001 MEDIAN BARRIER TYPICAL ELEVATION 

007 S-002 MEDIAN BARRIER TYPICAL SECTIONS 

008 S-003 MEDIAN BARRIER POST DETAILS 

008A S-003A MOCK DECK PLATE DETAILS 

009 S-004 MEDIAN BARRIER SPLICE DETAILS 

010 S-005 MEDIAN BARRIER RAILING DETAILS 

011 S-006 TYPICAL ELEVATION AND CROSS SECTION OF MEDIAN BARRIER EXTENSION 

012 S-007 MEDIAN BARRIER EXTENSION TYPICAL DETAILS - 1 

013 S-008 MEDIAN BARRIER EXTENSION TYPICAL DETAILS - 2 

014 S-009 MEDIAN BARRIER EXTENSION OPENING FOR STANDPIPE VALVE 

015 S-010 MEDIAN BARRIER EXTENSION DETAILS FOR STANDPIPE VAL VE OPENING 

016 S-011 MEDIAN BARRIER EXTENSION DETAILS FOR STANDPIPE VAL VE OPENING 

017 S-012 MEDIAN BARRIER EXTENSION TYPICAL SPLICE DETAILS 

DRAWN BY C. GAUNT 

AS-BUILT UPDATES 06/05/19 GPD DESIGNED BY C. GAUNT 

REV. DESCRIPTION DATE APP' □. CHECKED BY E, ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." NONE 

1 

2 

REV. 

NO. 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

1 

2 

DWG. 

DATE 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

06/05/2019 

MNTB 

3 4 

ABBREVIATIONS SECTION AND DETAIL LEGEND 

AASHTO - AMERICAN ASSOCIATION OF STATE HIGHWAY 

AND TRAFFIC OFFICIALS 

ASTM - AMERICAN SOCIETY OF TESTING AND 

MATERIALS 

BOT. - BOTTOM 

CL - CENTER LINE 

CLR. - CLEAR 

CONC. - CONCRETE 

CONN. - CONNECT I ON 

CPGW - COMPLETE PENETRATION GROOVE WELD 

CTSK - COUNTERSUNK 

CVN - CHARPY V-NOTCH TEST 

DET. - DETAIL 

DIA./DIAM.= DIAMETER 

DWG. - DRAWING 

EF - EACH FACE 

ELEV./EL. - ELEVATION 

EQ. - EQUAL 

FLG - FLANGE 

F.S. - FAR SIDE 

GALV. - GALVANIZED 

SECTION OR PLAN MARK -~ 

DRAWING WHERE -~ 

SECTION OR PLAN 

IS SHOWN 

SECTION OR PLAN MARK-~ 

b 

1 SECTION OR PLAN, 0 

H.S. - HIGH STRENGTH x-x - -- - K - KI PS 

LONG. - LONGITUDINAL 

MAX. - MAXIMUM 

MBE - MEDIAN BARRIER EXTENSION 

MIN. - MINIMUM 

NA - NOT APPLICABLE 

NO. - NUMBER 

N.S. - NEAR SIDE 

NT - NON-TYPICAL 

N.T.S. - NOT TO SCALE 

NYSSCM - NEW YORK STATE STEEL CONSTRUCTION MANUAL 

OC - ON CENTER 

OPP - OPPOSITE 

0 TOO - OUT TO OUT 

P.E. - PROFESSIONAL ENGINEER 

PL - PLATE 

PLS. - PLATES 

PPGW - PARTIAL PENETRATION GROOVE WELD 

QTY. - QUANT I TY 

R / RAD - RADIUS 

REQD - REQUIRED 

REV. - REVISION 

SPA. - SPACE/SPACING 

SPL - SPLICE 

STD. - ST AND ARD 

STIFF. - STIFFENER 

STL - STEEL 

SYMM. - SYMMETRICAL 

TRANS. - TRANSVERSE 

TYP. - TYPICAL 

UON - UNLESS OTHERWISE NOTED 

UT - ULTRASONIC TESTING 

VERT - VERTICAL 

WP - WORKING POINT 

LEGEND: 

w~ STEEL IN SECTION 

,. ;<1 .. · : 4 1 CONCRETE IN SECTION 

~ EPDM RUBBER GASKET IN SECTION 

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~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

INDEX OF DRAWINGS, ABBREVIATIONS AND 

LEGENDS 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS PROJECT NO, GFM-520H 

1 

1 2 

2 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

G-001 

SHEET 002 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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GENERAL NOTES: 

SCOPE OF WORK 

1. FABRICATION OF THE MEDIAN BARRIER AND MEDIAN BARRIER EXTENSION FOR THE LIMITS 

SHOWN ON THE CONTRACT DRAWINGS AND SHIPMENT TO THE TESTING FACILITY. 

DESIGN SPECIFICATIONS 

1. DESIGN, DETAILING, FABRICATION AND EXECUTION OF ALL CONSTRUCTION SHALL CONFORM 

TO THE REQUIREMENTS OF THE CURRENT EDITIONS OF THE FOLLOWING PUBLICATIONS: 

A. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS 

B. NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 

CONSTRUCTION AND MATERIALS AND ANY PROJECT SPECIAL SPECIFICATIONS 

C. AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS 

D. NEW YORK ST ATE STEEL CONSTRUCTION MANUAL CNYSSCMl 

E. AASHTO/ AWS BRIDGE WELDING CODE D1.5 

STRUCTURAL STEEL 

1. ALL STRUCTURAL STEEL FOR THE MEDIAN BARRIER SHALL CONFORM TO THE FOLLOWING: 

PLATES ASTM A709, GR 50 

HSS RAILING AND SPLICE TUBES ASTM A500, GR B 

H.S. BOLTS ASTM F3125, GR A325, TYPE 1 

NUTS ASTM A563 

WASHERS ASTM F436 

SPLICE BOLTS ASTM A449 

FLAT HEAD COUNTER SUNK SCREWS ASTM F835 

2. ALL STRUCTURAL STEEL FOR THE MEDIAN BARRIER EXTENSION SHALL CONFORM TO THE 

FOLLOWING: 

PLATES AND ANGLES 

HSS POSTS, RAILING AND SPLICE TUBES 

H.S. BOLTS 

NUTS 

WASHERS 

ASTM A709, GR 50 

ASTM A500, GR C 

ASTM F3125, GR A325, TYPE 1 

ASTM A563 

ASTM F436 

3. ALL STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH SECTION 

719 OF THE NYS ST AND ARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 

4. ALL FASTENERS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE 

WITH SECTION 719 OF THE NYS ST AND ARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 

5. REPAIRS TO DAMAGED GALVANIZING SHALL BE MADE IN ACCORDANCE WITH ASTM A780. 

6. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE INSTALLED IN ST AND ARD SIZE 

HOLES, EXCEPT WHERE SLOTTED HOLES OR OVERSIZED HOLES ARE SHOWN ON THE 

CONTRACT DRAWINGS. THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE. HIGH 

STRENGTH BOLTS SHALL BE TIGHTENED USING THE TURN-OF-NUT METHOD IN 

ACCORDANCE WITH THE NYSSCM, UNLESS OTHERWISE NOTED. HARDENED WASHERS SHALL 

BE PLACED UNDER BOTH THE HEAD AND THE NUT. 

7. HD BLIND BOLTS WHERE INDICATED TO BE COATED WITH DACRALON ZINC FINISH. 

8. 

9. 

10. 

11. 

WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AASHTO/ AWS D1.5 AND THE 

NYSSCM, THE STRICTER PROVISIONS SHALL APPLY. ALL WELDING SHALL BE PERFORMED 

WITH MATCHING FILLER MET AL BY AN AASHTO/ AWS OR NYSDOT QUALIFIED WELDER. 

NON-DESTRUCTIVE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AASHTO/ AWS 

D1.5, NYSSCM AND THE SPECIFICATIONS. 

TRANSPARENT COLORLESS ACRYLIC PANELS SHALL BE "ACRYLITE SOUNDSTOP GS CC", 

0. 78" (20 MM) THICK EMBEDDED WITH COLORLESS POLY AMIDE FILAMENTS. 

RUBBER GASKETS SHALL BE 70 DUROMETER EPDM OR APPROVED EQUAL. 

DRAWN BY C. GAUNT 

AS-BUILT UPDATES 06/05/19 GPD DESIGNED BY C. GAUNT 

DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." NONE 

1 I 

2 

MNTB 

2 

I 3 

SUGGESTED INSTALLATION SEQUENCE: 

REQUIREMENTS IN THIS CONTRACT 

1. FABRICATE MEDIAN BARRIER FOR THE EXTENTS SHOWN ON THE CONTRACT DRAWINGS. 

2. FABRICATE MEDIAN BARRIER EXTENSION FOR THE EXTENTS SHOWN ON THE CONTRACT 

DRAWINGS. 

3. SHOP ASSEMBLE MEDIAN BARRIER AND MEDIAN BARRIER EXTENSION AND VERIFY 

GEOMETRY AND FIELD SPLICES. 

4. DISASSEMBLE AND SHIP MEDIAN BARRIER AND MEDIAN BARRIER EXTENSION TO THE CRASH 

TESTING FACILITY. 

REQUIREMENTS BY OTHERS: 

5. INST ALL CONCRETE SLAB. 

6. PLACE MEDIAN BARRIER POSTS AT SPACING INDICATED IN S-001. 

7. POST-INSTALL 1/s" DIA. ADHESIVE ANCHOR BOLTS INTO THE CONCRETE SLAB. 

8. INST ALL MEDIAN BARRIER SHELL / TUBE ASSEMBLY ON EACH SIDE OF THE POSTS. 

9. INST ALL BOTH SIDES OF THE MEDIAN BARRIER EXTENSION WITH CONNECTION ANGLES 

LOOSE ON TOP OF THE MEDIAN BARRIER POSTS. 

10. INSTALL MEDIAN EXTENSION PANELS, TIGHTEN BLIND BOLTS ON CONNECTION ANGLES. 

SPARE PARTS FOR CRASH TESTING: 

THE FOLLOWING SPARE PARTS FOR REPLACEMENT DURING CRASH TESTING SHALL BE 

FABRICATED AND SHIPPED ALONG WITH THE TEST BARRIER LENGTH: 

1. SIX C6l MEDIAN BARRIER EXTENSION PANELS (LENGTH 4'-91/4") WITH GASKETS. 

2. TWO (2) TYPICAL MEDIAN BARRIER EXTENSION STEEL FRAMES (LENGTH 14'-91/4") 

3. TWO (2) TYPICAL MEDIAN BARRIER UNITS (LENGTH 14'-91/4") 

4. ANY ASSOCIATED CONNECTION HARDWARE 

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CRASH TEST FABRICATION DRAWINGS 

3 

PROJECT NO, 

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4 

GENERAL NOTES 

GFM-520H 

4 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

G-002 

SHEET 003 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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1. FOR MEDIAN BARRIER WORK POINT (WORK LINE) LOCATION DETAIL, SEE DWG. NO. G-004 . 

DRAWN BY C. GAUNT 

AS-BUILT UPDATES 6/05/19 GPD DESIGNED BY C. GAUNT 

REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

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CRASH TEST FABRICATION DRAWINGS 

3 

2. FOR MEDIAN BARRIER DETAILS SEE DWG. NOS. S-001 THRU S-005. 

3. FOR MEDIAN BARRIER EXTENSION DETAILS SEE DWG. NOS. S-006 THRU S-012. 

4. FOR CONCRETE SLAB DETAILS, SEE TTI FOUNDATION DETAILS 2018-11-26. 

DRAWING TITLE 

PROJECT NO. GFM-520H 

GENERAL ELEVATION 

SHEET 1 OF 2 

4 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

G-003 

SHEET 004 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

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~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

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CRASH TEST FABRICATION DRAWINGS 

3 

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DECK_/ WORK LINE 

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NOTES: 

1. FOR TYPICAL MEDIAN BARRIER ELEVATION, SEE DWG. NO. S-001. 

2. FOR TYPICAL MEDIAN BARRIER EXTENSION ELEVATION, SEE DWG. S-006. 

3. WORK DETAIL A WITH DETAILS SHOWN ON DWG. NOS. S-002 TO S-005. 

4. FOR CONCRETE SLAB DETAILS, SEE TTI FOUNDATION DETAILS 2018-11-26. 

5. FOR MOCK DECK PLATE DET~LS, SEE DWG. NO. S-003A. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

PROJECT NO, 

GENERAL ELEVATION 

SHEET 2 OF 2 

GFM-520H 

4 

DRAWING 

NO. 

G-004 

SHEET 005 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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DRAWN BY C. GAUNT 

06/05/1 GPD DESIGNED BY C. GAUNT 

DATE APP' □. CHECKED BY E. ZUKER MNTB 

0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

DRAWING TITLE 

2. FOR SHELL PLATE DETAIL, SEE DWG. NO. S-005. 

3. OMIT HAND HOLES AT MEDIAN BARRIER END SEGMENTS WHERE NO 

FIELD SPLICES ARE PRESENT. 

4. MEDIAN BARRIER EXTENSION NOT SHOWN FOR CLARITY, SEE DWG. 

NO. S-006 FOR DET~LS. 

5. MOCK DECK PLATE AND CONCRETE SLAB NOT SHOWN FOR 

CLARITY, SEE DWG. NOS. S-003 AND S-003A FOR DETAILS. 

MEDIAN BARRIER 

TYPICAL ELEVATION 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

S-001 

SHEET 006 OF 018 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

DATE JUNE 5, 2019 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

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2 SECTION o 3" 6" 9" 1 

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S 001 3. FOR ADDITIONAL RAILING DETAILS, SEE DWG. NO. S-005. 

3 11 - 1'-0" 4. FOR WORK POINT DETAIL, SEE DWG. NO. G-004. 

5. FOR MOCK DECK PLATE DETAILS SEE DWG. NO. S-003A. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

MEDIAN BARRIER 

TYPICAL SECTIONS 

DRAWING 

NO. 

S-002 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

PROJECT NO. GFM-520H 

SHEET 007 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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CRASH TEST FABRICATION DRAWINGS 

3 

DRAWING TITLE 

PROJECT NO, 

NOTES: 

1. COORDINATE BOLT POSITIONS WITH MEDIAN BARRIER EXTENSION 

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2. COORDINATE WITH RAILING DETAILS, SEE DWG. NOS. S-002 AND S-005. 

3. FOR MOCK DECK PLATE DETAILS, SEE DWG. NO. S-003A. 

MEDIAN BARRIER 

POST DETAILS 

GFM-520H 

4 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

S-003 

SHEET 008 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

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2. ALL STRUCTURAL STEEL PLATES AND ANGLES FOR THE DECK 

PLATE ASSEMBLY SHALL CONFORM TO ASTM A709, GR 50. 

3. 

4. 

5. 

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GALVANIZED FAYING SURF ACES TO BE HAND WIRE BRUSHED 

FOR CLASS C FINISH. REMAINDER OF DECK ASSEMBLY TO BE 

SHOP PRIMED WITH FAYING SURF ACES MASKED FOR CLASS A 

FINISH. 

ENSURE WELDING DOES NOT DISTORT THE DECK PLATE FROM 

THE DIMENSIONS INDICATED. 

DECK PLATE ASSEMBLY TO BE POST-INSTALLED INTO 

CONCRETE SLAB WITH ANCHOR BOLTS. CONCRETE SLAB AND 

ANCHOR BOLTS BY OTHERS. 

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co 

6. ST AND ARD SIZE HOLES FOR 3/a" DIAMETER HIGH STRENGTH 

BOLTS IN ALL PLIES EXCEPT POST BASE PLATE WHICH ARE 

OVERSIZED PER DWG. NO. S-003. COORDINATE HOLE LOCATIONS 

WITH MEDIAN BARRIER POST BASE PLATE. 

L ____________J I L _______ ----" 

' 

I 

0 0 

0 0 

~ 

--1 ~ 

--< ~ 

-

u -

- 3⁄4" DECK PL 

f ' f 

' I ' V ' 

I __/ 

' I ' ( ) 

' I ) 

N 

7. FOR ADDITIONAL NOTES SEE G-002. 

8. FOR MEDIAN BARRIER POST DETAILS, SEE DWG. NO. S-003. 

' ' MEDIAN BARRIER 9. MOCK DECK PLATES TO BE ASSEMBLED WITH MEDIAN BARRIER 

SEGMENTS FOR SHIPPING TO TEST FACILITY. 

POST CTYP.l -----------+------------- CL 1" DIA. HOLES 

FOR ANCHOR 

BOLTS CTYPl 

TUBE AND SHELL 

ASSEMBLY NOT 

SHOWN FOR 

CLARITY 

5/s" DECK PL. 

7'16 ( Ty p . l >-----+--+---' 

PLAN 

PL 

0 

b 

5/s" DECK PL. 

VIEW 1 0

- - - -11⁄2" • 1' -0" 

I---- SYMM. ABOUT 

I CL MEDIAN BARRIER 

I CL DECK PL 

'

:------r-----1 

I 

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I '--11---.,-----' ~----11------

1 ' 

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2'-63⁄4" 

EDSECTION 0 

I 

3" 6" 9" 

3 11 - 11 -011 

AS-BUilT UPDATES 6/05/19 GPD DRAWN BY C. GAUNT 

0 NEW SHEET ADDED 12/10/18 CG DESIGNED BY C. GAUNT 

REV. DESCRIPTION DATE APP' □. CHECKED BY G, DALY 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSE □ PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

1 

MEDIAN BARRIER 

POST WEB PL 

POST BASE PL. 

CTYP.l 

3/a" DIA. H.S BOLTS 

CTYP., SEE NOTE 6) 

I 

I 

I 

FILL PL. 

81⁄2" X4 1⁄2" X1/2" 

CTYP.l 

L__W 

I~I 

RIB f)._. CTYP.l 

10"XJ14"X14" 

DECK PL. PLAN 

HOLES LAYOUT 

CL MEDIAN BARRIER POST ------I 

%" DECK PL. 

-

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GAP 

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' 

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0 

6" 

-----

-•--------

11⁄2" 

3" 

6" 

BRACKET 

10. FOR CONCRETE SLAB DETAILS, SEE TTI FOUNDATION DETAILS 

2018-11-26. 

11⁄2" 

~- 15/15" DIA. 

HOLE <TYPl 

CL 1/15" 

_- DIA. HOLE -

~ ~ 

1⁄2" 

PL 

11⁄2" 

CTYP.l 

DETAIL 

CTYP. l 

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STIFFENER 

0 

1⁄2" 

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DETAIL B 

3" 6 11 9" 1 

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PL 

3/4" RIB PL 

- - 3" 6" 9" 1 - - - -

8/2 "X 4 /2" x/2" 

FILL PL. <TYP.l 

~CL 2- 3/a" DIA. H.S. 

(1/15" HOLES) 

BOLTS <TYP.l 

- - 3 11 - ,. -011 

5/2!" DECK 

PL 

I--- CL MEDIAN 

BARRIER 

2" 

GAP 

--+-- MEDIAN 

BARRIER 

POST WEB 

PL 

STIFFENER 10"X29I

/4"XI/2" CTYP.l 

L8x8x1/a -

1 

I 

ANGLE .EJRACKET 

L8X8X1:/a" CCUTl 

CTYP.l 

CD 

MNTB 

2 

(CUT TO SIZE) 

SECTION 0 6"

- -- - 6 11 - 11 -011 

0 €'- ANo ,-. 

~.-11'

0 0

:",,. Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

R2" 

CTYP.l 

DRAWING TITLE 

PROJECT NO, 

DETAIL A 

0 3 11 6 11 

-s:t-

~.k::r-- 1/2" STIFFENER 

PL 

9" 1

- - - - 3 11 - 11 -011 

MOCK DECK PLATE DETAILS 

GFM-520H 

4 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

S-003A 

SHEET 008A OF 018 

DATE DECEMBER 10, 2018 

REVISION NO. 1 

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S-001 (DEVELOPED VIEW) 

D-611 

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p <TYP.) 

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' 

3⁄4" <TYP.> 

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CTYP.> 

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1⁄2" GAP., I I 111 1 I• ' " ' ' ' " " 

41/4 11 <TYP.) 

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INST ALL AFTER SPLICE IS 

COMPLETED 

@SECTION 

04 N.T.S. 

DRAWN BY 

' 

-

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<TYP )

. / / 

' 

C. GAUNT 

1 AS-BUILT UPDATES 6/05/19 GPD DESIGNED BY C. GAUNT 

REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

AS NOTED 

1 

PL 

2 

HSS 6x6x3/i6 

HSS 6x3x3/i6 

(FOR SECT. 1, TYP.) 

<FOR SECT. 2, TYP.l 5x5xo/i6 

5x2xo/i6 

' 

1" (TYP.>I 

C.L. 3⁄4II DIA. ----'--+----+--'---t---.+-----i 

A449 BOLTS 

CSEE NOTE 1l 11⁄2" 4" 11⁄2" 

SECTION 0 

3⁄4" BENT PL 

CTY~)\9 • 

~- fl'~, f /','"\' 

~ ~ \:;.I 

' - ---- - ;,. ' ' 

,;~ ,;~ 

~- '-' i,,;J \_\,, /J 

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

' ' 

I I 

' ' 

IA. 

11⁄2" 4" 11⁄2" 

~-C.L. SPLICE 

3" 511 911 1 

3 11 - 11 -011 

'=HSS 5x2xo/i6 

' 

71:,ii.~:-- fl-~'\\----f 'I',''>- I '•' ,._.,;J \.~ _,, I I

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C.L. RAIL 

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>- ;;,,-:: I-

~ 

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SLOTTED HOLES IN 

SPLICE TUBE.ONE 

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. 

a. 

>-

I-

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= 

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--- C.L. RAIL 

-

-

=.,, 

;;,,-:: 

1

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SEE NOTE 2 

3/16 11 SHELL 

PL 

3/16 11 SHELL 

PL 

/ ,,. 

1, 

I/~ 

" 

v 

VI' 

~ 

V 

VI' 

,. 

V 

v,, 

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v 

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V 

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V 

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' ' 

1 I I 

I I I 

I / // 

' '-' ............ ''-

' ' 

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I I 

~ ' ' 

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FOR HSS 6x6x716 

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J,: J,: 

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' ' 

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FOR HSS 6x3x715 

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'-

...... 

...... 

...... 

'-

'-

'-

BOLTS (SEE NOTE 1) 

I ' 

" 

" 

HSS 5x5xo/i6 

,, 

" 

HSS 6x6x3/i6 

,, 

~ 

I ' 7''x511 x1/ 411 FILL PL 

ONE SIDE OF 

PUCE. TYP.> 

, ( 

s 

3⁄411 DIA. A449 

BOLTS <SEE NOTE 1) 

I ' ' 

HSS 6x3x3/i6 

" H 

,, "" 7 

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"x511 x1/4 11 FILL PL 

ONE SIDE OF 

PUCE, TYP.l 

I ( 

s 

C.L. 3⁄411 D 

A449 BOL 

CSEE NOTE 

TS 11⁄2' 411 11⁄2' 11⁄2' 4" 11⁄2' SLOTTED HOLES IN 

BE, ONE 

@SECTION 0 2 11 4 11 6" 

2 

1) SPLICE TU 04 - -- - 11/4 11 CTYP.l 81/4" CTYP.> END CTYP) 511 - 1· -011 

.l C.L. SPLICE SEE NOTE 2 

~----+--3⁄411 DIA. A449 

BOLTS <SEE NOTE 1l 

3 SECTION 0 3" 6" 9" 1 

S-004 3/16 II SHELL 

311 - 11 -011 

PL 3⁄4 11 BENT PL 

8" R 3⁄411 HSS 5x2xo/i6 

3/16 11 SHELL PL 

•NOTE HSS RAILS AND 

SPLICE TUBES NOT 

SHOWN FOR CLARITY. NOTES: 

@SECTION o 

S-004 - -- - 6 11 - 11 -011 

1--(7:\_A_C_O_P_E_D_ET_A_I_L_ 1 

~ - - 2 

I 

1. ALL 3/4" DIA. A449 BOLTS FOR MEDIAN BARRIER RAIL SPLICES SHALL BE 

INSTALLED SNUG TIGHT. EACH BOLT SHALL CONTAIN TWO (2) HARDENED 

WASHERS AND TWO (2) HEAVY HEX NUTS. 

MNTB 

- - 111 - 11 -011 

2. RAIL SPLICE BOLTS FOR THE TOP TUBE AND BOTTOM BENT PL ONLY 

SHALL BE INST AL LED WITH NUTS ON THE BOTTOM SIDE OF THE TUBE. 

0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

DRAWING TITLE 

PROJECT NO, 

MEDIAN BARRIER 

SPLICE DETAILS 

GFM-520H 

4 

511 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

S-004 

SHEET 009 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

D 

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TUBE 

0 

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116 

116 

RAILING DETAILS 

211 411 6"

--- -- -

WP MEDIAN 

BARRIER 

HSS6x6x1-fo 

' 

\ 4 

' \ 

' \ 

' \ 21 

' \ 

' \ 

' \ 

\ 

' 4 \ 

' \ 

' \ 

' \ 21 

' \ 

' \ 

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DRAWN BY C. GAUNT 

AS-BUilT UPDATES 06/05/1 GPO DESIGNED BY C. GAUNT 

REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

3"=1'-0" 

2 

-

N 

HSS6x3x116 

MNTB 

2 

116" SHELL 

PL 

SHELL PLATE 

4 

5" 

21 

DETAIL 

0 2" 411 511 

--- -- - 6 11 - 11 -011 

0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

3 

WP MEDIAN 

BARRIER 

-

~ 

-st-

-

N 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

4 

3⁄4" BENT PL 

DRAWING TITLE 

PROJECT NO. 

-

t') ---1----AI. 

3/a" STIFF 

PL 

CL3⁄4" H.S. 

BOLT 

BENT PLATE RAIL DETAIL 

0 2" 4" 6"

--- -- - 6 11 - 11 -011 

NOTES: 

-

N 

1. DETAILS SHOWN ON THIS SHEET ARE SIMILAR AND OPPOSITE 

HAND ABOUT THE CENTERLINE OF THE MEDIAN BARRIER. 

2. COORDINATE THESE DETAILS WITH DETAILS SHOWN ON DWG. 

NOS. S-002 AND S-003. 

MEDIAN BARRIER 

RAILING DETAILS 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

S-005 

SHEET 010 OF 018 

DATE JUNE 5, 2019 

GFM-52OH REVISION NO. 1 

4 

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C 

B 

A 
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THICK ACRYLIC MEDIAN ----.__ 

EXTENSION PANEL ------- ---------7 

MBE RAILING POST 

HSS4x2x7fa CTYP.l 

CL MBE RAILINGS 

HSS4x3xo/i6 (TYP.) l 

A 

S-007 

MEDIAN 

BARRIER 

I 

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SHELL PLATE 

CTYP.l 

CL MBE 

TOP OF 

CONG.SLAB 

TOP OF 

MEDIAN 

BARRIER 

L CL MBE RAILING 

I CL MBE RAILING 

I SPLICE (TYP.) 

e--4f~e9"-f¥ 

I ' I 

-------- I

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RAILING POST MBE INTERNAL RAILING 

HSS4x3xo/i6 7 

--- CL MBE 

RAILING POST 

r CL MBE RAILING 

I SPLICE 

L CL MBE 

I RAILING POST 

'') ~('' I '- ..1 I 

I ') (' I I '-___, __:::'_ I 

MBE EXTERNAL RAILING _/ 

HSS4x3xo/i6 <TYP.l 

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PLAN - MEDIAN BARRIER EXTENSION AT TYPICAL PANEL , 0 1

- -- - 1" - 1' -0" 

POST MBE RAILING POST MBE RAILING POST 

2'-5%" 

CTYP .l MEDIAN EXTENSION PANEL <TYP.l 

11 ! 

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MEDIAN EXTENSION 

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TYPICAL MEDIAN BARRIER SECTION AT POST 

f------------ - ~ ---- --------------------------- ----- -------------------------------- - ----- -- , ------

8 TYPICAL FRONT ELEVATION OF MEDIAN BARRIER EXTENSION , a~~, 2 \~ ~~~~Y~~cK 1 0 1 2

--- -- -

DRAWN BY G. DALY 

AS-BUilT UPDATES 06/05/19 GPO DESIGNED BY G. DALY 

REV. DESCRIPTION DATE APP' □. CHECKED BY E, ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

1"=1'0 11 

G-00 

MNTB 

2 

0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

DRAWING TITLE 

111 - 11 -011 

NOTES: 

1. FOR MBE RAILING SPLICE DETAIL, REFER TO DWG. NO. S-012. 

2. PRIOR TO GALVANIZING, GRIND ALL EDGES TO A MINIMUM RADIUS OF 1/16". 

3. EXTERNAL VENT HOLES SHALL BE DRILLED IN THE RAIL TUBES 

AS REQUIRED TO FACILITATE GALVANIZING AND DRAINAGE. 

CONTRACT NO. PSC-16-2991 

DRAWING 

NO. 

lYPICAL ELEVATION AND CROSS SECTION 

OF MEDIAN BARRIER EXTENSION 

S-006 

SHEET 011 OF 018 

DATE JUNE 5, 2019 

PROJECT NO, GFM-520H REVISION NO. 1 

4 

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MEDIAN EXTENSION PANEL 

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1/411 CAP PL. W/ 

SEAL WELD <TYP.> 

I I I 51/411 (SEE NOTE 7) 

-

0 

I 

I") 

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O'l 

I 

+--++-f- 0 

0 

+--++->-0 

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-" >­ I") I-

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0 

0 

0 

0 

CONNECTION 

L3x2x1/4 CTYP.) 

MBE POST 

HSS4x2xo/i6 CTYP.l 

1

/4" U-GASKET CTYP .l 

CSEE NOTE 3) 

STAGGERED M12x45 

HD BLIND BOLTS CTYP.l 

CL MBE RAILINGS 

ei--- ---+It--- ---+!a+++v::::_~:z-=_:~:=_:_~=-:-+--_l_ HSS 4x3xo/i6 

~ 

= . . 

~ CL ~ CL 

>- >- CX) I- N I-

+------++-+- 0 

~ -++-+-0 

~ 

CL 3⁄4" DIA. H.S. BOLTS 

FOR MEDIAN BARRIER POST 

' 

I I 

0-+--++-------+-

-

~ ~ 

~ 

. 

CL 

>-

I-

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FILL PL NOT 

SHOWN FOR 

CLARITY 

2 

1

/411 CAP PL. 

(SEE NOTE 6) 

Xz 

<( - ~ :ii 

-----

I 

r' 

CL MBE 

POST HSS4x2xo/i6 

I 2" GAP 

r- - I ' 

I 

I 

I 

I 

I 

I 

I 

I 

' 

--t-H +I ' I 

+->-+!+--

' I 

---j+-j +! ' I 

+>-++-- ' 

--t-H + 

' 

+f--t+-------"' 

' 

--t-H-+ ! ' I 

+'+:+--

---1+-' +i 

' 

+->-++--

1 

CL STAGGERED 3/i5"x3/4" 

SHORT SLOTTED 

HORIZONTAL HOLE 

IN CONNECTION 

ANGLE CTYP.l 

CONNECTION 

L3x2x1/4 (TYP.) 

3 

1

/4 11 x21/4 11 U-GASKET 

CTYP .l (SEE NOTE 3) 

3 1-0" HIGH MEDIAN 

EXTENSION PANEL CTYP.l 

CL MBE RAILINGS 

CONNECTION 

L3x2x 1/4 <TYP.) 

' 

' 

4 

~ CL MBE POSTS 

, HSS4x2xo/i6 

I 

"$-+----l--t +-----ecl------+- I A"r---1 I 

CL STAGGERED M12x45 

HD BLIND BOLTS <TYP.l 

(SEE NOTE 4) 

------------'<---[-

CL 0.78" <20MM> 

THICK MEDIAN EXTENSION 

PANEL <TYP.l 

CL 3/i5"x3⁄4" SHORT SLOTTED 

HORIZONTAL HOLE IN CONNECTION 

ANGLE. M12 HOLE IN POST. 

----+-----------~--_-_ _ r--t,-++r_________________________,____e_:~s 4x3xo/i6 

OSECTION o 2"

- -- - 4" 6" 

6 11 - 11 -011 

I 

I 

---------------------- _________ J_ -

1⁄2" MBE 

CONN. PL. 

3⁄4" DIA. H.S. 

BOLTS CTYP.l 

<SEE NOTE 2) 

MEDIAN 8/>RRIER / 

SHELL AND TUBE RAILING 

1! 

---1+-' ' I 

t~ 

--t-H +>++-IL 

----:---'r-----

1 I 

1/211 MBE BASE PL. 

.._____ 3⁄4" FILL PL. 

--..+-1---+-l~t-1__.___'/4_,_" (TYP.) (SEE NOTE 5) 

<TYP.l 

3⁄4" DIA. H.S. BOLTS FOR 

MEDIAN BARRIER POST 

MEDIAN 

BARRIER POST 

NOTES: 

1. FOR ADDITIONAL NOTES AND DETAILS SEE DWG. NOS. S-006 AND S-008. 

2. UNLESS OTHERWISE NOTED, HIGH STRENGTH BOLTS SHALL CONFORM TO AASHTO M164, ASTM A325, TYPE 1. 

THREADS OF HIGH STRENGTH BOLTS SHALL BE EXCLUDED FROM SHEAR PLANES. 

3. A 70 DUROMETER EPDM GASKET OR APPROVED EQUAL SHALL BE PROVIDED BETWEEN ACRYLITE PANEL FACE 

AND STEEL POST CONT ACT POINTS. 

NOT SHOWN FOR CLARITY 3" 

4. HD BLIND BOLTS TO BE STAGGERED EITHER SIDE OF EACH POST TO AVOID CONFLICT. CONNECTION IS SLIP 

CRITICAL. AFTER GALVANIZING HAND WIRE BRUSH SURFACE OF L3x2x1/4 FOR CLASS C FAYING SURFACE. 

A DETAIL o 3" 6" 9" 1

ts;--=-O"'Owf____7iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 

3 11 - 11 -011 

DRAWN BY G. DALY 

1 AS-BUil T UPDATES 06/05/1 GPD DESIGNED BY G. DALY 

REV. DESCRIPTION DATE APP' □. CHECKED BY E, ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

3" = 1 '-0 11 

6" 

B DETAIL O 3" 

ts~00w1----7iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 

MNTB 

2 

6" 9" 1 

3 11 - 11 -011 

0 €'- ANo ,-. 

5. FILL PLATE THICKNESS TO PROVIDE CONSISTENT HEIGHT OF MEDIAN BARRIER EXTENSION FRAMING AND 

CLEARANCE ABOVE BOLTS OF MEDIAN BARRIER POST. 

6. ALL POST CAP PLATE CORNERS SHALL HAVE RADIUS TO MATCH HSS POSTS. 

7. COORDINATE POST TRANSVERSE SPACING WITH GASKET THICKNESS. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority MEDIAN BARRIER EXTENSION 

TYPICAL DETAILS - 1 

DRAWING 

NO. 

S-007 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

PROJECT NO, GFM-520H 

SHEET 012 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

4 

D 

C 

B 

A 
D 

C 

B 

fFH/t- <ft 

(L) -E:17--ffl- -fft 

D -fit.,- N r<, 

0 -'cit O O 0 

V) 4- 4- 4- 4- .,...- L (J) (J) Q) 

QQ_LLL 

0-fft-ER--ffl--fft 

s: -fft ffl- -(A- -flt 

-

_Q 

+-• Z ro « sr 

"' ro°' en "' .. I o, >, 

00-

+- •• 0 

D-"0 

+- - 0, 

1 

1 AS-BUilT UPDATES 

REV. DESCRIPTION 

MBE BASE PL. <1/2 "x5"x111/ 2") 

<TYP.) <SEE NOTE 3) 

SKIP WELD AT 

DRAINAGE HOLE 

LOCATIONS CTYP.> 

I 

'

I CL 

4" 

CTYP.> 

2 

MEDIAN BARRIER 

FILL PL. 

3⁄4"x61⁄2"x21⁄2" CTYP.) 

R 1" (TYP.) 

CL MBE RAILING 

= ~ =N r POSTS HSS4x2xo/fo ----w-t- Ol >- ::::;.,:: ---

1" DIA. HALF CIRCLE 

DRAINAGE HOLE 

<TYP.l 

3⁄4" DIA. H.S. ~ 

BOLTS <TYP. > 

CSEE NOTE 2) 

'G'::::sj::::::=Y I- ' ~ ~ 

5" 5" 

BASE PLATE DETAIL 0 3" 6" 9" 1 

3 11 - 1'-011 

MBE CONN. PL. 

1⁄2''x61⁄2''x111⁄2"CMIN.) 

CSEE NOTE 4) 

STANDARD HOLES FOR 

3⁄4" DIA. H.S. BOLTS 

<TYP.) CSEE NOTE 4) 

OVERSIZED HOLES 

FOR 3⁄4" DIA. 

H.S. BOLTS CTYP) 

(SEE NOTE 2) 

I~ 

LcL 

I 

4" 

CTYP.) 

-

r<") 

31⁄2" 

0 

61⁄2" ~I 

MEDIAN BARRIER 

. ~ z . - 0... :::i:

Ol >- - I-

~ ~ ~ 

~ 

CONNECTION PLATE DETAIL 0 3" 

DRAWN BY G. DALY 

6/05/19 GPO DESIGNED BY G. DALY 

DATE APP' □. CHECKED BY E, ZUKER 

CL MBE RAILING 

____[_POSTS HSS4x2xo/fo 

6" 9" 1 

MNTB 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 3" = 1 '-0 11 

1 2 

0 €'- ANo ,-. 

3 4 

MEDIAN 

EXTENSION PANEL 

1/4 11 U-GASKET 

PANEL BASE DETAIL o 2" 4" 6"

- -- - 6 11 - 11-011 

NOTES: 

1. FOR ADDITIONAL NOTES SEE DWG. NO. S-OO7. 

2. CONNECTION PLATE BOLT HOLES ARE OVERSIZE. BASE PLATE AND FILL PLATE HOLES ARE STANDARD SIZE. 

3. EACH MBE POST TUBE HAS A SEPARATE 5" WIDE BASE PLATE TO ALLOW FOR EASE OF INSTALLATION. 

4. COORDINATE CONNECTION PLATE LENGTH AND BOLT HOLE POSITIONS WITH TOP OF MEDIAN BARRIER POST, SEE 

DWG. NO. S-OO3. 

5. FAYING SURF ACES FOR BOLTED CONNECTIONS WITH OVERSIZED HOLES TO BE HAND WIRE BRUSHED FOR CLASS 

C FINISH. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority MEDIAN BARRIER EXTENSION 

TYPICAL DETAILS - 2 

DRAWING 

NO. 

S-008 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

PROJECT NO, GFM-520H 

SHEET 013 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

4 

D 

C 

B 

A 
D 

C 

B 

fFH/t- <ft 

Cf) -EA- -ffl- -fft 

D -fit.,- N r<, 

0 -'cit O O 0 

V) 4- 4- 4- 4- .,...- L (J) (J) Q) 

QQ_LLL 

0-fft-ER--ffl--fft 

s: -fft ffl- -(A- -flt 

-

.0 

+-• Z 

ro "" sr 

<!> N ro o

"' .. 10>, 

o~­

+- •• 0 

.0 - 'O +- ~ 0, 

CL MEDIAN 

EXTENSION PANELS 

1 

CL MBE ~ CL MBE ____j 

RAILING SPLICE I RAILING POST I 

' AT OPENING ' 

I I 

' ' 

1--;.:;-- ,-ri-1 - ' 

7••--- ------i I •. ·m- -- T I G-G _, - I I - - - -€> I r'<,T I G-G - I I - - - -'----- - - - ,

! o----e- - - -J Io I L~% - - - -- I G-G I II I - - I ,. --_J 

() ,, 

r 1___ ___I 

' ' 

-

2]1 

-

o]I 

I 

2 

REMOVABLE 

TOP RAILING HSS4 21/: lj.

r CTYP.l 

X 2X 4 

~CL MBE 

' I / !~1- -r)-1 ' 

I Lt _t ~J. _j _ Tl i j ' " r err 7·!"•-.• •i-•"'l'•r 

I I I .'!'. .r. I I .l ' T T 

- - - I I i ! ~ L _, ' 

I _J -'-- t - - - - - - - - - - - I I I I I I I - -- i IT T ·1· -l I r 

• I I I !T Ti ! ' ' ~ .l T T 

~---------------------} •() 1___ ,, ___I 

' 

RAILING SPLICE 

1---

; " -r)-1 

- I •. J[ --7 

( '- t _t J tl L. _, 

l i i[Q. ~. 

- - - - - - - I I ![o - -- I I 

- r Ji. • T ·1· I I +I I • '1'

' ~ .l 

() 1 ___ 

,, ___I 

3 

' ' 

~ CL MBE ~ CL MBE 

I RAILING POST I RAILING ' ' 

I 

AT OPENING 

I 

SPLICE 

' ' 

1--;.1- I -r,-! ' 

I - -,r -- T ,------ •••••r 

II ! I - - <>----0 I 

- -----1... - - - - Toi - - -----r - ,_ - <>----0 I 

- - - - - - - -----L-- - - - - - --- r qj ~J '< I - - - <>----0 I

--- - ' -----L----------- I 11 I 

---r !- <>----0 I 1 t,:_:!f-..;._._L - -----L 

1~::-+-~~i 

' 

~ CL MBE TYPICAL 

RAILING POST 

' 

r~:;-- I -,:

1

-1 

I - ·m- --7 

I I - I I 

f'oT Toi _L~~ MEDIAN BARRIER 

1oi

L~% ~J 

II I I , --.1 

()

'--- _.::1__1 

' 

4 

j ( A I MBE EXTERNAL RAILING \_ CURB 

MEDIAN 

SHE 

BARRIER 

"2-010 

HSS4x3xo/i6 CTYP.l MBE INTERNAL RAILING LINE <TYP.l 

HSS4x3xo/i6 CTYP.l LL PLATE - CTYP .l 

PLAN - OPENING SECTION 1 0 1 

3⁄4" - 1'-0" 

1 

CL MBE RAILING POST AT : 

OPENING, HSS4x2xo/i6 7 

MEDIAN EXTENSION PANEL 14'-73⁄4" 

2 3 

I CL MBE RAILING POST AT

r OPENING, HSS4x2xo/i6 

- - 4'-91/4 11 

' 

r ' 

CL MBE TYPICAL RAILING 

POST HSS4x2xo/i6 

MEDIAN EXTENSION ' 

__ir,,. HORIZONTAL CLEARANCE BETWEEN MBE POSTS <OMIT MEDIAN EXTENSION PANEL> MEDIAN EXTENSION PANEL I 

PANEL 

:.--I SYMM ABOUT 

CL BRIDGE 

2 

RA 

CL MBE~ 

ILING SPLICE , S-010 

3'-0" HIGH 

MEDIAN EXTENSION 

PANEL CTYP.l 

CL MBE INTERNAL 

AND EXTERNAL 

RAILINGS 

~ 

-

-

1"1-

-

'--.._ 

I r ' 

I b ' 

I 

' 

I 

' 

--= •=• - -

• 

TOP OF_/ 

MEDIAN 

BARRIER 

... 

,. 

-

0 a.. 

I

- >-

I") I-

~ 

-

L -

~ 

' 

I 

' 

I 

·~ 

~ I

,- ~, 

~f- ,_ 2'-6" CTYP .l _

I>-

,- I 

~f- ' I - I 

I 

~f- ,_ ~,I 

!, ' ' ' ' 

i - - - - - -

'" \ ' - I 

I- I I 

I :1.-

I ' I 

\_ MBE EXTERNAL I I I 

I ' I RAILING AT OPENING 

I I I 

I I ' 

I 

I 

I TOP OF CONC.SLAB 

I I 

I 

-

11r1iir-- L 

f 

r REMOVABLE TOP RAILING CTYP .l 

I-- CL MBE EXTERNAL 

, RAILING SPLICE 

' 

- - - - - ..,,,,,., ..,.,1,;::::r--- - - - - -

I ' I I ' I 

I I I I I I 

I ' I I • I 

I 

I 

I MEDIAN__,/' I I I 

I I I ' BARRIER 

I I~ !

I 

I I 

I I I 

I I I I I I 

1_ - I 

f- 11r1iir-- " I - °V'+,V--

μ 

f I 

' ' 

I / B I 

' ' 

S-011 

-- I

!"' ' 

i ~ 

l ,, r 

J :~ - I I - r CL MBE

I-- RAILING 

I 

I -

r :~

I -

i SPLICE I I 

f- I -

I I - I r 

:i 

' ' ' ' ' I 

- - - - i - -~=, ..,..,,, - - - -

'" r I 

f- ,- I I 

I I I ' I 

I I I I I 

I I I ' I 

4'-111/411 I I I 

I 

I 

I .. I I I ' 

<TYP.l I V MEDIAN BARRIER POST I 

I 

I 

I CTYP.l I I 

I 

_1_ 

C-*+~ L >- JI ,v-- " 

f I 

- --------

'--.._ 

FACE 

SHEL 

ME 

BAR 

OF 

LPL 

DIAN J 

RIER 

L 

7 

2'-6" 

1'-3" 1'-3" 

--ae--

I 

' 

I 

' 

I

-4-= ' 

- I 

- J I I 

'

- I -

' 

1 

I 

I 

' 

I I u ' 

I 

-

FACE OF SHELL PL 

-

= 

N 

I 

N 

= 

~ LO 

I 

I") 

CL REMOVABLE TOP RAILINGS 

4x21/2x1 AT OPENING HSS /4

CL EXTERNAL 

_L_ RAILINGS AT OPENING 

HSS4x3x 3⁄46

5 

TOP OF 

CONC. SLAB 

I 

7 

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

MOCK DECK 

PL CTYPl 

C ELEVATION - OPENING 

G 00 

DRAWN BY G. DALY 

AS-BUilT UPDATES 6/05/19 GPD DESIGNED BY G. DALY 

REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE, THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

1 

SECTION 1 0 

MNTB 

2 

d 

1 2 3 

0 €'- ANo ,-. 

r-0--=-3/_sE_C_T_IO_N.L~-!liiiiiij--~oiiiiiiiiiiiiiiiiiiiiiii1~~2 0 3/4" - 1'-0" 

3 

I 

NOTES: 

1. FOR TYPICAL DETAILS AND MBE RAILING SPLICE SEE DWG. NOS. S-007, S-008, S-012. 

2. PRIOR TO GALVANIZING, GRIND ALL EDGES TO A MINIMUM RADIUS OF 1/16"· 

3. EXTERNAL VENT HOLES SHALL BE DRILLED IN THE RAIL TUBES AS REQUIRED TO FACILITATE GALVANIZING 

AND DRAINAGE. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

~,,.11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority MEDIAN BARRIER EXTENSION 

OPENING FOR STANDPIPE VALVES 

DRAWING 

NO. 

S-009 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

PROJECT NO. GFM-520H 

SHEET 014 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

4 

D 

C 

B 

A 
D 

C 

B 

fFH/t- <ft 

0 -E:17--ffl- -fft .,.... -fit.,.... N r<, 

0 -'cit O O 0 

V) 4- 4- 4- 4- .,...- L (J) (J) Q) 

QQ_LLL 

0-fft-ER--ffl--fft 

s: -fft ffl- -(A- -flt 

-

_Q 

+­• Z 

ro "" sr 

"' sr ro o

"' .. 

1 2 

3/4 11 A325 THROUGH-SOLT --

i----- SYMM.ABOUT 

CL STIFFENER PLATE 

SNUG TIGHT CTYP.> 

4 SPA. ~ 5" = 1'-8" 

CTYP.> 

-·------"<·------+ -----fl-l-----ffi-,----~---- --------t+t- --+- -------

- -~ - - - - -f -

MEDIAN BARRIER NOT 

SHOWN FOR CLARITY 

3 

CL MEDIAN EXTENSION 

PANEL 0.78" (2OMM> 

STIFFENER 

1/4 11 CAP PL. W/ 

SEAL WELD CTYP.) 

i----

PL 1⁄2"x1'-31⁄2"x2'-O" 

CSEE NOTE 4l 

-~--->.---------~----m---- -I+\-- ---------?l+ ---- -fl+- --+-- --- ---

CL MBE EXTERNAL 

RAILINGS AT OPENING 

HSS4x3x3/is" CTYP .) 

2" 

R 1" <TYP.> CTYP.> 

PL 

A DETAIL O 3" 6" 9" 1 

rcs~oomgr----liiiiiiiii--~~~----~~~ 

B , 

' 

I ,_ ' 

R 1" CTYP.> l

~II 

M12x6O HD BLIND ' 

BOLT CTYP.> 

I

<SEE NOTE 5) 

' 

I 

STIFFENER 

1/2 "x 71/2 "x1'-3" ' 

<SEE NOTE 4) $-

11/a" 

II 

II 

II 

CTYP.) 

II 

' 

+-

' 

3 11 - 11 -011 

CSEE NOTE 4) 

' 

_, 

II ' i--4 

! I 

'

I 

,--4

I I 

' --4 ' 

I 

' -4 

' 

CL MBE RAILING POSTS 

AT OPENING HSS4x2x3/is 

. -

~ 11.. >- ~ I-

~ 

0 

I 

~ 

II 

~ 

- 11.. 'SI-

>-

l!ll I-

~ 

<( 

11.. 

(/) 

r") 

CL MBE EXTERNAL RAILING 

I I ~ HSS4x3x3/is CTYP .l ' ' L{) 

I I 

--- -1- --1- ----

SYMM. ABOUT CL 

MEDIAN EXTENSION PANEL 

1 SECTION o 3" 6" 9" 1 

S 00 

3 11 - 11 -011 

CONNECTION ~----­

L3x2x1/4 CTYP.l 

0 

ST AG GE RED M12x45 

HD BLIND BOLTS 

CTYP .) 

0 0 

GASKET CTYP.) 

CSEE NOTE 2) 

MBE RAILING POST AT 

OPENING HSS4x2x3/is 

CTYP.> 

2 SECTION o 3" 

\cs~oo~g~-----'-iiiiiiiiiiiiiiiiiiiii 6" 9" 1 

TOP RAIL SPLICE TUBE 

ASSEMBLY CTYP.) 

CSEE NOTE 3) 

CUT HSS4x21⁄2xI/411 

CTYP .) 

CL CUT HSS 

' 

~ 

I 

' 

3 11 - 11 -011 

SYMM. ABOUT CL MEDIAN 

EXTENSION PANEL 

CL3⁄4" DIA. GAL V LOCKING 

PIN ASTM A668 CLASS D 

OR APPROVED EQUAL 

FILL PLATE CTYP> 

CSEE NOTE 3) 

CD DETAIL 2 11 4 11 6 11 o 

- -- - ~~~iiiiiiiiiiiiiiiiiiiiiiiil

6 11 - 11 -0 11 

C 

4 

HEX HEAD 

3⁄4" DIA. GALV. LOCKING 

PIN ASTM A668 CLASS D 

OR APPROVED EQUAL. 

1/is" DIA. HOLE FOR 

GAL V. COTTER PIN 

LOCKING PIN DETAIL o 2" 4"

- -- - 6 11 - 11 -011 

NOTES: 

1. FOR ADDITIONAL NOTES, SEE DWG NOS. S-OO6 AND S-009. 

6" 

2. A 70 DUROMETER EPDM GASKET OR APPROVED EQUAL SHALL BE 

PROVIDED AT ALL INTERFACES BETWEEN ACRYLITE PANEL AND 

STEEL POST CONTACT POINTS. 

3. SEE DETAILS ON S-O11. 

4. COORDINATE PANEL GASKET THICKNESS WITH POST TRANSVERSE 

SPACING AND STIFFENER PLATE WIDTH. 

5. COORDINATE VERTICAL STIFFENER PLATE BOLTS WITH PANEL 

CONNECTION ANGLE BOLTS ON REAR SIDE OF POST. 

DRAWN BY G. DALY 0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

AS-BUilT UPDATES 6/05/19 GPD DESIGNED BY G. DALY 

REV. DESCRIPTION DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 3" = 1 '-0 11 

MNTB 

" ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

MEDIAN BARRIER EXTENSION DETAILS FOR 

STANDPIPE VALVE OPENING - 1 

PROJECT NO. GFM-520H 

DRAWING 

NO. 

S-010 

SHEET 015 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

10>, 

o-­

+- •• 0 

D-"0 

+--~ '---------------------------L-----,------'--------_J_------------L-----.---------------------------1-------,--------------------_J---------~ 

1 2 3 4 

D 

C 

B 

A 
I--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0 

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2 

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MEDIAN EXTENSION PANEL 

CL REMOVABLE TOP 

RAILING HSS4,21/,,1/J 

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CL STANDARD HOLES ---I 

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~ CL I5/i6 11 x11/8 11 SHORT SLOTTED 

HORIZONTAL HOLES IN SPLICE TUBE 

FOR 1⁄411 DIA. LOCKING PIN 

o/is 11 x2 11 x71⁄211 

FILL PL. CTYP.l 

0 SECTION 0 2"

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6" 11 -0 11 

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HSS4x21⁄2xI/4 

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TOP RAIL CTYP.l 

CL 3⁄4 11 DIA. H.S. BOLT 

(SEE NOTE 2) CTYP.l 

2" 4" ED - - SECTION O

- - 6 11 - 11 -011 

6" 

DRAWING TITLE 

1. UNLESS OTHERWISE NOTED, HIGH STRENGTH BOLTS SHALL 

CONFORM TO AASHTO M164, ASTM A325, TYPE 1. THREAIDS OF 

HIGH STRENGTH BOLTS SHALL BE EXCLUDED FROM SHEAR 

PLANES. 

2. TWO WASHERS AND A HEAVY HEX NUT ON EACH BOLT, NUT TO 

BE FINGER TIGHT AND THE FIRST THREAID BELOW THE NUT TO BE 

DAMAGED A.O.B.E. 

3. FOR ADDITIONAL NOTES, SEE DWG. NOS. S-OO6 AND S-O1O. 

4. A 70 DUROMETER EPDM GASKET OR APPROVED EQUAL SHALL BE 

PROVIDED BETWEEN ACRYLITE PANEL FACE AND STEEL POST 

CONT ACT POINTS. 

5. PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT 

PERMITTED ON THE ADJOINING SURF ACES OF THE RAILINGS, SPLICE 

TUBES, AND FILL PLATES. 

CONTRACT NO. PSC-16-2991 

1 AS-BUilT UPDATES 06/05/1 GPD DESIGNED BY G. DALY 

MNTB 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority MEDIAN BARRIER EXTENSION DETAILS FOR 

STANDPIPE VALVE OPENING - 2 

DRAWING 

NO. 

S-011 

REV. DESCRIPTION DATE APP' □. CHECKED BY E, ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 

SCALE: 

3" = 1 '-0 11 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS PROJECT NO. 

SHEET 016 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 

D 

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+- - 0, 

GFM-520H 1 

1 2 3 4 
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ANGLES NOT SHOWN 

FOR CLARITY 

AS-BUilT UPDATES 

DESCRIPTION 

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DRAINAGE HOLE CTYP.) 

0 SECTION 

i 21⁄211 I 31⁄211 I 211 

CTYP.) CTYP.) (TYP.) 

0 

I 

DRAWN BY G. DALY 

06/05/19 GPD DESIGNED BY G. DALY 

DATE APP' □. CHECKED BY E. ZUKER 

"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FDR ANY PERSON TD ALTER THIS DRAWING IN 

ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS 

APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' SCALE: 

FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION." 3" = 1 '-0 11 

1 I 

2 

1 

CL EXTERNAL RAILING HSS4x3xo/i6 

AND CL 13/i6 11 x1 11 HORIZONTAL SHORT 

SLOTTED HOLES IN SPLICE TUBE, 

HSS 3x2xo/is CTYP.l 

CL INTERNAL RAILING HSS4x3xo/is AND 

CL 13/is 11 x1 11 SHORT SLOTTED HORIZONTAL 

HOLES IN SPLICE TUBE, HSS 3x2xo/is 

CTYP.> 

1 

I 

2 

MNTB 

I 3 I 

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3/is II x1 11 x151⁄211 

FILL PL. (TYP.) I \ • I 

HSS3x2xo/is 

SPLICE TUBE <TYP.> 

I I 

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4 

FILL PL. CTYP .) (SEE NOTE 2) CTYP.) 

r-(D-~=---:,S_E_C_T_I_O_N~?----3" 

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SPLICE TUBE PLAN o 3" 6" 9" 1 

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1'-41⁄211 

1'-31⁄211 1⁄2 11 CTYP .) 

r----.. 

3/is V 2-6\ 

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CJ) SECTION ? 3" 6" 9" 

0 €'- ANo ,-. 

~.-11'

0 0

:",,, Triborough " ' ~ iBridge and Tunnel 

\, , J Authority 

~. '"" ,, MISCELLANEOUS DESIGN SERVICES ON AN 

I 

AS-NEEDED BASIS - TASK ORDER 21 

CRASH TEST FABRICATION DRAWINGS 

3 

1 

I 

NOTES: 

1. FABRICATOR TO ADD SPLICES WHERE DEEMED NECESSARY FOR FIT-UP. 

2. TWO WASHERS AND A HEAVY HEX NUT ON EACH BOLT, NUT TO BE FINGER 

TIGHT AND THE FIRST THREAD BELOW THE NUT TO BE DAMAGED A.O.B.E. 

3. HIGH STRENGTH BOLTS SHALL CONFORM TO AASHTO M164, ASTM A325, TYPE 1. 

THREADS OF HIGH STRENGTH BOLTS SHALL BE EXCLUDED FROM SHEAR PLANES. 

4. FOR ADDITIONAL NOTES, SEE DWG. NO. S-006. 

5. A 70 DUROMETER EPDM GASKET OR APPROVED EQUAL SHALL BE PROVIDED 

BETWEEN ACRYLITE PANEL FACE AND STEEL POST CONTACT POINTS. 

6. PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT PERMITTED ON 

THE ADJOINING SURFACES OF THE RAILINGS, SPLICE TUBES, AND FILL PLATES. 

DRAWING TITLE CONTRACT NO. PSC-16-2991 

PROJECT NO. 

I 

MEDIAN BARRIER EXTENSION 

TYPICAL SPLICE DETAILS 

GFM-520H 

4 

DRAWING 

NO. 

S-012 

SHEET 017 OF 018 

DATE JUNE 5, 2019 

REVISION NO. 1 

D 

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