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ELEVATION LEFT SIDE PLAN SCALE: DRAWING: SHEET: REV DRAWN: DESIGNED: CHECKED: NEXT ASSEMBLY: DATE: DATE: DATE: DATE: APPROVED: FILE: of Frank J. Powell M. Buehler STT R. Brougher 60-36-96.idw 6/1/2012 12/30/2008 6/11/2012 6/12/2012 60-36-96 1 1 A Do Not Scale QUADGUARD II SYSTEM UNIDIRECTIONAL MONORAIL NOSE ASSEMBLY 2 DIAPHRAGM 1 CARTRIDGE 3 FENDER PANEL 5 4 BACKUP 6 # OF CARTRIDGES TYPE I TYPE II 2 2 TRAFFIC TRAFFIC NOTES: 1. IN COMPLIANCE WITH THE AASHTO 2011 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE. 2. PROVISION SHALL BE MADE FOR REAR FENDER PANELS TO SLIDE REARWARD UPON IMPACT 762 [30.00] MIN. 3. 150 [6.00] MIN. REINFORCED 28 MPa [4000 PSI] P.C. OCNCRETE PAD OR 200 [8.00] MIN. NON-REINFORCED 28 MPa [4000 PSI] P.C. CONCRETE ROADWAY, MEASURING AT LEAST 3.66 m [12'-0"] WIDE BY 15.24 m [50'-0"] LONG. 4. SEE THE "QUADGUARD II SYSTEM PRODUCT MANUAL" FOR A DESCRIPTION OF ITS IMPACT PERFORMANCE CHARACTERISTICS AND DESIGN LIMITATIONS BEFORE PLACING A SYSTEM AT A GIVEN SITE. INFORMATION AND COPIES OF ABOVE MANUAL ARE AVAILABLE BY CALLING CUSTOMER SERVICE DEPARTMENT AT (888) 323-6374. 5. WHERE NECESSARY, THE CUSTOMER SHALL SUPPLY AN ADEQUATE TRANSITION FROM THE QUADGUARD II SYSTEM TO THE OBJECT BEING SHIELDED. 6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED. 7. BACKUP, MONORAIL, AND NOSE ASSEMBLIES ARE NOT INCLUDED IN MODEL NUMBER, ORDER SEPARATELY. 8. THE QUADGUARD II HAS BEEN FULLY TESTED TO NCHRP 350 TL-3. Revision Date Rev By Chk. App. KEY R E F E R E N C E S DIAPHRAGM ASSY. 607173 DIAPHRAGM SHIM KIT 614050 NOSE ASSY. 611583 FENDER PANEL ASSY. 608241 BACKUP ASSY. 3540390-0000 MONORAIL ASSY. 35-40-75 CONCRETE PAD 35-40-76 6" OFFSET TRANSITION 3540490-0000 END SHOE TRANSITION 3540151-0000 AP 0455 EH PROJECT SERIAL NO. SALES ORDER NO. OF UNITS WITH TENSION STRUT BACKUP NYSDOT APPROVED MATERIALS LIST, EH# AP 0455 QUADGUARD II (WIDE) TEST LEVEL 2 ® SEE NOTE 7 SEE NOTE 7 SEE NOTE 7 SEE NOTE 7 SEE NOTE 5 BAYS 1753 [69"] WIDTH 2286 [90"] WIDTH ** MODEL # MODEL # 3 QG27069* QG27090* 3658 [12'-0"] PAD LENGTH 3589 [11'-9"] EFFECTIVE LENGTH 3918 [12'-10"] SYSTEM LENGTH 230 [9"] 816 [2'-8"] SYSTEM WIDTH SEE TABLE 102 [4"] 6 1 3 4 2 5 6 1 2 5 3 OUTLINE OF P.C. CONCRETE PAD SEE NOTE 3 * G = GREY or Y = YELLOW 762 [30"] SEE NOTE 2 DESIGN SPEED 70 km/h [44 MPH] QUAD-W TRANS 3540211-0000 ADDED # OF CARTRIDGES NOTE 11/10/14 A JMS KRM RCB CARTRIDGE TYPE II CARTRIDGE TYPE I

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Page 1: TRAFFIC - NYSDOT Home

ELEVATIONLEFT SIDE

PLAN

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

Frank J. Powell

M. Buehler

STT

R. Brougher

60-36-96.idw

6/1/2012

12/30/2008

6/11/2012

6/12/2012

60-36-96 1 1 ADo Not Scale

QUADGUARD II SYSTEM

UNIDIRECTIONALMONORAIL

NOSE ASSEMBLY2 DIAPHRAGM

1 CARTRIDGE

3 FENDER PANEL

5

4

BACKUP6

# OF CARTRIDGES TYPE I TYPE II

2 2

TRAFFIC

TRAFFIC

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2011 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE. 2. PROVISION SHALL BE MADE FOR REAR FENDER PANELS TO SLIDE REARWARD UPON IMPACT 762 [30.00] MIN. 3. 150 [6.00] MIN. REINFORCED 28 MPa [4000 PSI] P.C. OCNCRETE PAD OR 200 [8.00] MIN. NON-REINFORCED 28 MPa [4000 PSI] P.C. CONCRETE ROADWAY, MEASURING AT LEAST 3.66 m [12'-0"] WIDE BY 15.24 m [50'-0"] LONG. 4. SEE THE "QUADGUARD II SYSTEM PRODUCT MANUAL" FOR A DESCRIPTION OF ITS IMPACT PERFORMANCE CHARACTERISTICS AND DESIGN LIMITATIONS BEFORE PLACING A SYSTEM AT A GIVEN SITE. INFORMATION AND COPIES OF ABOVE MANUAL ARE AVAILABLE BY CALLING CUSTOMER SERVICE DEPARTMENT AT (888) 323-6374. 5. WHERE NECESSARY, THE CUSTOMER SHALL SUPPLY AN ADEQUATE TRANSITION FROM THE QUADGUARD II SYSTEM TO THE OBJECT BEING SHIELDED. 6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED. 7. BACKUP, MONORAIL, AND NOSE ASSEMBLIES ARE NOT INCLUDED IN MODEL NUMBER, ORDER SEPARATELY. 8. THE QUADGUARD II HAS BEEN FULLY TESTED TO NCHRP 350 TL-3.

Revision Date Rev By Chk. App.

KEY R E F E R E N C E S

DIAPHRAGM ASSY. 607173DIAPHRAGM SHIM KIT 614050NOSE ASSY. 611583FENDER PANEL ASSY. 608241BACKUP ASSY. 3540390-0000MONORAIL ASSY. 35-40-75CONCRETE PAD 35-40-766" OFFSET TRANSITION 3540490-0000END SHOE TRANSITION 3540151-0000

AP 0455

EH PROJECT

SERIAL NO.SALES ORDER

NO. OF UNITS

WITH TENSION STRUT BACKUP NYSDOT APPROVED MATERIALS LIST, EH# AP 0455

QUADGUARD II (WIDE) TEST LEVEL 2

®

SEE NOTE 7

SEE NOTE 7 SEE NOTE 7

SEE NOTE 7

SEE NOTE 5

BAYS 1753 [69"] WIDTH 2286 [90"] WIDTH

** MODEL # MODEL #3 QG27069* QG27090*

3658 [12'-0"]PAD LENGTH

3589 [11'-9"]EFFECTIVE LENGTH

3918 [12'-10"]SYSTEM LENGTH

230

[9"]

816

[2'-8

"]

SY

STE

M W

IDTH

SE

E T

AB

LE

102 [4"]

6 13 4 2 5

6 1 2 53OUTLINE OF P.C.CONCRETE PAD

SEE NOTE 3

* G = GREY or Y = YELLOW

762 [30"]SEE NOTE 2

DESIGN SPEED 70 km/h [44 MPH]

QUAD-W TRANS 3540211-0000

ADDED # OF CARTRIDGES NOTE 11/10/14 A JMS KRM RCB

CARTRIDGE TYPE II CARTRIDGE TYPE I

Page 2: TRAFFIC - NYSDOT Home

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Staus

J. Machado

KRM

J. Machado

607173.idw

5/12/1997

5/13/1997

7/2/1997

7/7/1997

607173 1 2 M1:9

DIAPHRAGM ASSY,QG,WIDE

FM0037 Rev -, 7/22/10

PARTS LISTQTY.DESCRIPTIONSTOCK NO.ITEM

1DIAPHRAGM,QB,GSEE TABLE14WASHER,LOCK,3/4,G118089G24BOLT,HX,3/4X2,G8,G113555G32MONORAIL GUIDE,QG,G611368G44NUT,HX,3/4",GR DH115954G52BRACKET,CARTRIDGE SUPT,DIA,FOLDED,QG,G605446G62HINGE PLATE,FENDER PANEL,QG,G610172G76BOLT,HX,5/8X4,G5,G113666G86NUT,HX,5/8,G115970G96WASHER,LOCK,5/8,G118100G10

7

8

109

52

4 3

6

2

5

7

1

TableASSEMBLY NO. DESCRIPTION ITEM 1 PART NO.

607173B DIAPHRAGM ASSY,QG,0673 607766B607174B DIAPHRAGM ASSY,QG,0753 607768B607175B DIAPHRAGM ASSY,QG,0833 607771B607176B DIAPHRAGM ASSY,QG,0913 607773B607177B DIAPHRAGM ASSY,QG,0993 607775B607145B DIAPHRAGM ASSY,QG,1073 607777B607146B DIAPHRAGM ASSY,QG,1153 607780B607148B DIAPHRAGM ASSY,QG,1233 607783B607149B DIAPHRAGM ASSY,QG,1273 607787B607150B DIAPHRAGM ASSY,QG,1313 607788B607151B DIAPHRAGM ASSY,QG,1393 607792B607152B DIAPHRAGM ASSY,QG,1473 607796B607156B DIAPHRAGM ASSY,QG,1513 607800B607157B DIAPHRAGM ASSY,QG,1553 607801B607158B DIAPHRAGM ASSY,QG,1633 607804B607159B DIAPHRAGM ASSY,QG,1729 607806B607160B DIAPHRAGM ASSY,QG,1793 607808B607162B DIAPHRAGM ASSY,QG,1873 607811B607163B DIAPHRAGM ASSY,QG,1953 607813B607164B DIAPHRAGM ASSY,QG,2033 607815B

NOTE:1. QUADGUARD II AND QGM10 REQUIRE SHIM KIT, SEE DRAWING 614050.

Revision Date Rev By Chk. App.

(3145)REVISED NOTE,ASSY NO. WAS 3540340- 8/10/11 M DDS JME ST

UPDATED VIEW OF ITEM 6 (ECO 2495) 10/29/08 K WWL / /ADDED NOTE & SEE SHEET 2 (ECO 2663) 5/27/09 L WWLSTT MJB

ASSEMBLY NO. SEE TABLE

Page 3: TRAFFIC - NYSDOT Home

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Staus

J. Machado

KRM

J. Machado

607173.idw

5/12/1997

5/13/1997

7/2/1997

7/7/1997

607173 2 2 M1:9

DIAPHRAGM ASSY,QG,WIDE

FM0037 Rev -, 7/22/10

12 Bay 11 Bay 10 Bay 9 Bay 8 Bay 7 Bay 6 Bay 5 Bay 4 Bay 3 Bay

12 BAY 11 BAY 10 BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

QUADGUARD M10

QUADGUARD II

QUADGUARD

QUADGUARD M10

QUADGUARD II

QUADGUARD

673 [26.48]

753 [29.63]

833 [32.78]

913 [35.93]

993 [39.08]

1073 [42.23]

1153 [45.38]

1233 [48.53]

1313 [51.68]

1393 [54.83]

1473 [57.98]

1553 [61.13]

1620 1620

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1073 [42.23]

993 [39.08]

913 [35.93]

833 [32.78]

753 [29.63]

1620

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1073 [42.23]

993 [39.08]

913 [35.93]

833 [32.78]

1620 1620 1620 1620 1620 1620 1620

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1073 [42.23]

993 [39.08]

913 [35.93]

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1073 [42.23]

993 [39.08]

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1073 [42.23]

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1553 [61.13]

1473 [57.98]

1313 [51.68]

1233 [48.53]

1153 [45.38]

1513 [59.56]

1393 [54.83]

1273 [50.11]

1153 [45.38]

1473 [57.98]

1313 [51.68]

1153 [45.38]

1153 [45.38]

2100 2100 2100 2100 2100 2100 2100 2100 2100 2100

2033 [80.03]

1953 [76.88]

1873 [73.73]

1793 [70.58]

1729 [68.06]

1633 [64.28]

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

2033 [80.03]

1953 [76.88]

1873 [73.73]

1793 [70.58]

1729 [68.06]

1633 [64.28]

1553 [61.13]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1233 [48.53]

2033 [80.03]

1953 [76.88]

1793 [70.58]

1633 [64.28]

1513 [59.56]

1393 [54.83]

1273 [50.11]

1153 [45.38]

993 [39.08]

833 [32.78]

1953 [76.88]

1793 [70.58]

1633 [64.28]

1473 [57.98]

1313 [51.68]

1153 [45.38]

993 [39.08]

833 [32.78]

673 [26.48]

1953 [76.88]

1793 [70.58]

1633 [64.28]

1473 [57.98]

1313 [51.68]

1153 [45.38]

993 [39.08]

833 [32.78]

1953 [76.88]

1793 [70.58]

1633 [64.28]

1473 [57.98]

1313 [51.68]

1153 [45.38]

993 [39.08]

1953 [76.88]

1793 [70.58]

1633 [64.28]

1473 [57.98]

1313 [51.68]

1153 [45.38]

1953 [76.88]

1729 [68.06]

1553 [61.13]

1313 [51.68]

1153 [45.38]

1873 [73.73]

1633 [64.28]

1393 [54.83]

1153 [45.38]

1793 [70.58]

1473 [57.98]

1153 [45.38]

2033 [80.03]

1953 [76.88]

1873 [73.73]

1793 [70.58]

1729 [68.06]

1633 [64.28]

1553 [61.13]

1513 [59.56]

1473 [57.98]

1393 [54.83]

1313 [51.68]

1273 [50.11]

1233 [48.53]

1153 [45.38]

1073 [42.23]

993 [39.08]

913 [35.93]

833 [32.78]

753 [29.63]

673 [26.48]

SEE SHEET 1 (ECO 2495) 10/29/08 K WWL / /ADDED QG & QG II IN BRACKETS (ECO 2663) 5/27/09 L WWLSTT MJBADDED QG M10 BRACKETS, PART NUMBER WAS 3540340- 8/30/11 M DDS JME ST

Revision Date Rev By Chk. App.

NOTE:1. DIMENSIONS ARE IN mm [IN.] UNLESS OTHERWISE NOTED.

Qua

dGua

rd S

yste

ms

- 175

5 (6

9)Q

uadG

uard

Sys

tem

s - 2

285

(90)

Page 4: TRAFFIC - NYSDOT Home

DETAIL ATYPICAL BOTH SIDES

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

M. Buehler

JME

MJB

614050.idw

2/27/2009

12/30/2008

3/4/2009

3/19/2009

614050 1 1 C

SHIM KIT,DIAPHRAGM,RAIL GUIDE,QG II

ASSEMBLY NO. 614050B

A

PARTS LISTQTY.DESCRIPTIONSTOCK NO.ITEM

2SHIM,1/8X3 5.8X8,G614062G1

Revision Date Rev By Chk. App.UPDATED ITEM 1. 7/14/09 B DK JME RCB

UPDATED ITEM 1. 8/14/09 C WWLKRM AJC

1

PART NO. WAS 3540078-0000. 4/12/11 - DK / /

Page 5: TRAFFIC - NYSDOT Home

SHEET:DRAWING: REV

of F1 1 611583

Date ByRevECO Chk.Revision

ENG-FE-048 Rev A, 12/9/2013

DRAWN:

CHECKED:

D. KohfeldDATE:

R. Brougher

4/3/2009

DO NOT SCALE DRAWINGUNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN METERS [INCH].

DIMENSIONS ACCORDING TO ASME Y14.5M-1994 UNLESS OTHERWISE

SPECIFIED.

DATE:

4/6/2009

MODEL NO:

SEE TABLE

611583.idwFILE:

TRINITYHIGHWAY

The drawings and the information shown thereon are copyrighted by TRINITY HIGHWAY PRODUCTS, LLC. (2012) and the sole property of TRINITY HIGHWAY PRODUCTS, LLC. Neither the drawings nor such information is to be used for any purpose other than that for which it was specifically furnished from TRINITY HIGHWAY PRODUCTS, LLC, nor is any reproduction authorized without written permission.

PARTS LISTQTY.DESCRIPTIONSTOCK NO.ITEM

1NOSE,L,WIDE,QGII,W/LOGO,*611672*11NOSE,R,WIDE,QGII,W/LOGO,*611683*21BRACKET,CART SUPPORT,NOSE,QGII.*605430*31BRACKET,CART SUPPORT,NOSE BAY,QGII,G60542046BOLT,HX,1/4X3/4,G5,G11351856BOLT,BT,5/8X1 1/4,HX SOC,M GALV11340466BOLT,HX,5/8X2,G5,G11857076NUT,HX,1/4,G11594688NUT,HX,5/8,G,RAIL00334096NUT,HEX,COUPLING,5/8-11X2 1/8,G115986106WASHER,LOCK,1/4,G11808511

12WASHER,FLAT,5/8 X 1 3/4, G003300122BOLT,HX,5/8X1 1/2,G5,G113654132BRACKET,PULL-OUT,QG,G60553514

NOSE ASSY,QGII,WIDE

TABLEASSEMBLY NO. FINISH

611583 GALVANIZED611584 YELLOW611582 BLACK

612 1

8

11

4

13

14

9

12

7

3

914

139

10

7

1212

6

2

5

UPDATED ITEM 5 DESC., ITEM 6 WAS 113404G, QTY. 6 (ECO 3401), 7 WAS 113659G,QTY. 4 5/22/12 D DDW AJC3371ADD:#15,"FSTNR DETAIL",NOTES;DEL:#7 & 10; CHG:#12 (118052); QTY:#6 WAS 8,#9 WAS 8,#12 WAS 12 10/25/12 E DPH BRE2601REMOVE ITEM 15, FASTENER DETAIL & NOTE 1, ADD ITEM 6, 7, 10, ITEM 13 WAS 6, UPDATE VIEW & BORDER 3/20/14 F WWL BRE3833

Page 6: TRAFFIC - NYSDOT Home

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Staus

J. Machado

KRM

J. Machado

608241.idw

6/12/1997

4/10/1997

7/7/1997

7/7/1997

608241 1 1 I1 : 16

FENDER PANEL ASSEMBLY

ASSEMBLY NO. 608241B

FM0037 Rev -, 7/22/10

PARTS LISTQTY.DESCRIPTIONSTOCK NO.ITEM

1PANEL,FENDER,QG611832B11WASHER,MUSHROOM,FORGED,QG,G617045G21SCREW,FL,5/8X8 1/2,G8,G,SOCKET116879G31SPRING,DIE,1 1/2 OD X3/4X6,GALV117458G43NUT,HX,5/8,G,RAIL003340G62BOLT,RAIL,5/8X2,G003400G9

CAUTION25 [1.00] MAX. GAP

FOR PROPER IMPACTPERFORMANCE

DIAPHRAGM OR BACKUP

DIAPHRAGM

UNDERLYING PANEL(SEE NOTE 1)

FENDER PANEL OVERLAP

6

9

2

3

46

1NOTES:1. UNDERLYING PANEL IS A FENDER PANEL IF ATTACHED TO A DIAPHRAGM. UNDERLYING PANEL IS A BACKUP SIDE PANEL, EXTENSION PANEL OR TRANSITION PANEL IF ATTACHED TO THE BACKUP.2. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.3. TIGHTEN NUT UNTIL IT REACHES END OF THREADS.

Revision Date Rev By Chk. App.REVISED PLAN VIEW 10/04/01 H RSGDMO FP

ADDED NOTE 3 3/26/02 I DDWDMO SPT

PART NUMBER WAS 3540370-0000 6/30/11 / DDS / /

SEE NOTE 3

QuadGuard - Wide System

TWO FENDER PANEL ASSEMBLIES REQUIRED PER BAY.

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