QUAOGUARO-SYSTEM (Temporary) General Notes:S102-4103

AUG 1S 20121. The energy absorbing system represented on these Qualified Products List (QPL) drawings is a

proprietary design by Energy Absorption Systems, of Trinity Industries, Inc., and marketed under thename QUAOGUARD- System (QG).

TABLE OF CONTENTS

llTLE SHEET

2. The QG is a unidirectional and bidirectional, when appropriate transitions are used, non-gating,redirective crash cushion which is well suited for use shielding hazards. The QG is used for temporaryinstallations. The beginning length of need shall be at the point of intersection between the face of thecrash cushion and the departure line.

QUADGUARD- SYSTEM 2

CZ ANCHOR/L1F1lING KIT 3

3. The QG is an NCHRP-350 crash cushion suitable for Test Level 2 and Test Level 3 crash cushionapplications.

BACKUP ASSEMBLY 4

PLATE ASSEMBLY, BOLT-ON MONORAIL 5

MONORAIL ASSEMBLY

CONCRETE PAD

6&7

8

4. The QG shall be assembled and installed in accordance with the manufacturer's detailed drawings,procedures, specifications and installation guide. Information and copies of the above manual areavailable on the Qualified Products List (QPL).

S. The QuadGuard-rension Strut Backup is the primary backup to be used on Florida Department ofTransportation projects.

DIAPHRAGM ASSEMBLY

NOSE ASSEMBLY 24, 3D, 36

9

106. The QG is available in 24", 30", 36" and 48", nominal widths. The system width will be as called out in

the plans, permit or other contract document for each location.

FENDER PANEL ASSEMBLY 11 7. Only the QG Type 1 and Type 2 energy absorbing cartridges shall be used as shown on the drawings.

4" OFFSET TRANSI1l0N ASSEMBLY 128. Metallic components shall meet the galvanizing requirements for guardrail, section 967 of the FDOT

specifications.

9. A yellow Type 1 Object Marker shall be centered 3' in front of the nose of the QG. Mounting hardwareshall be in conformance with index no. 11860. The cost of the Object Marker shall be included in thecost of the QG. As an option, the contractor may install reflective sheeting on the nose of the crashcushion. The sheeting to be used must be solid yellow, Type III or better and must be a product listedon the Department's Qualified Products List (QPL). The sheeting to be applied to the nose of the crashcushion shall be a minimum of 360 square inches with a minimum height of 15 inches.

10. Quantity for payment is based on each independent location as called for in the plans or as directedby the Engineer. The cost of foundations, subgrade preparation and other appurtenant constructionwill be included in the cost of the QGI.

11. In compliance with AASHTO 2011 Roadside Design Guide, remove all curbs and islands to ensureproper impact performance.

12. Supply adequate transition from the QG sytem to the object being shielded.

13. Units of measure are in English units.

NEXT ASSDafl.Y:

60-36-64 Caver.dwg

1- 60-36-64 1-' 1 OF 12 I"'"

QUADGUARD@SYSTEM TEMPORARYDRAWING SET

FOR QPL S102-4118

~ ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARTMENTOAT£:

DAre3/13/2012

DAre3/13/2012

DAre3/13/2012

KRM

"""..S. Trageser

......,..,.K. Looney

Frank J. Powell, PE 3617 Cincinnati Ave.Florida #70359 Rocklin, CA 95765

EPARTURE LINE1: 16 FOR SPEEDS :s: 45 mph1: 13 FOR SPEEDS ~ 50 mph

<: TRAFFIC

---OUTLINE OF P1:7-_CONCRETE PAD ~

~ TRAFFIC

SYSTEM LENGTH - SEE TABLE

PLAN

EFFECTIVE LENGTH - SEE TABLE

2I-------=---DESIGN LENGTH (CONCRETE BARRIERS)---l

PAD LENGTH - SEE TABLE

~~li-+-f----7'-=------/-----...

FLORIDA QPL* S102-4118ON ALL PRODUCTS DECAL (114461B)

ooN,..,

ELEVATIONLEFT SIDE

SEE NOTE 3

11'-8" 15'-0" 8'-8"

14'-8" 15'-0" 1"-8"

EFFECTIVE PAD DESIGNLENGTH LENGTH LENGTH

22'-1" 20'-8" 21'-0" 17'-8" TL-3 /j, 4 3

19'-1" 17'-8" 18'-0" 14'-8"

13'-1"

16'-1"

SYSTEMLENGTH

QZ2403

QZ2404

QZ2405

QZ2406

24" \\10THMODEL

4

3

56

BAYS

.. 50 &: 55 mph MODELS ARE NOT TESTEDBUT ARE INTERPOLATIONS BElWEEN TL-2 and TL-3

• FOR HIGH SPEED FACILITIES \\ITH A WORKZONE SPEED OF ~ 60 mph USE A 6 BAY SYSTEM. ALSO SEE NOTES 6&:7.

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2011 ROADSIDE

DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVALOF ALL CURBS AND ISLANDS TO ENSURE PROPERIMPACT PERFORMANCE.

2. PROVISION SHALL BE MADE FOR REAR FENDER PANELSTO SLIDE REARWARD UPON IMPACT 30.00" MIN.

4. SEE THE QUADGUARD SYSTEM PRODUCT MANUAL FOR A DESCRIPTION OF ITS IMPACT PERFORMANCECHARACTERISTICS AND DESIGN LIMITATIONS BEFORE PLACING A SYSTEM AT A GIVEN SITE. INFORMATION ANDCOPIES OF ABOVE MANUAL ARE AVAILABLE ON THE QPL

5. BACKUP, MONORAIL, ANCHOR, AND NOSE ASSEMBLIES ARE NOT INCLUDED IN MODEL NUMBER, ORDER SEPARATELY.TRANSITION IS ACCESSORY.

6. THE QUADGUARD HAS BEEN TESTED TO NCHRP REPORT 350 TL-2 AND TL-3 AS A REDIRECTIVE, NON-GATINGSYSTEM. THE MODEL NUMBERS LISTED IN THE TABLE ARE VALID FOR SPEEDS EQUAL TO OR LESS THAN THELISTED WORKZONE SPEED UNLESS OTHER\\ISE NOTED.

2.dwg

Not Scale'Wll.

60-36-64 2 of 12

FLORIDA

3 of 12

* SEE CHART

60-36-64

QuadGuard® SYSTEM TEMPORARYCZ ANCHOR/LIFTING KIT,QG,

QPL S102-4118

SCALE - 1: 30

Do Not Scale

3617 Cincinnati Ave.Rocklin, CA 95765 ASSY NO. 354024~-0000

60-36-64 SH03.dwg

••AlT. Busse "3/5 12 ~ ENERGY ABSORPTION SYSTEMS1N_;;;;;..;;;i"",...=.::.::.::.::.......---!I.,..;;."'L..::..L.:..:'---! ~ ENGINEERING AND RESEARCH DEPARTMENT

Frank J. Powell, PEFlorida #70359

4 3540244-0000 2 & 4

6 3540246-0000 3 & 55 3540245-0000 2 & 4

ITEMS 5 LOCATION CHARTO. OF BAYS ASSEMBLY AITACH TO

DIAPHRAGMS NUMBER DIAPHRAGM NO.3 3540243-0000 2 & 3

PARTS LISTITEM STOCK NO. DESCRIPTION REQ'D

BAYS- 3 4 5 6

1 2700731-0500 ROD,THREADED,3/4x18,G5,G 32 38 46 52

2 2704341-0000 NUT,HX,3/4,G,GR DH 32 38 46 52

3 2708081-0000 WASHER,FLAT,3/4X2,HVY,G 32 38 46 524 3525100-0000 MP-3,QUART PACKAGE 8 10 12 13

5 2760231-0000 BRACKET,L1F1lNG,QG,CZ 4 4 4 4

6 2699571-0000 BOLT,HX,5 8X3 1 2,G5,G 1 1 2 27 2704141-0000 NUT,HX,5 8,G 1 1 2 28 2708231-0000 WASHER,LOCK,5/8,G 1 1 2 2

MONORAIL ATTACHMENT 9 354024Z-0000 INST.,QG CZ ANCHOR/LIFT KIT 1 1 1 1

SCALE - 1: 2510 2735492-0000 LABEL,CRATE,QG CZ,L1FT KIT 1 1 1 1

"C" "D" "E" REQ'O SlUO LENGTH-- 6" -- 7"3" 3" -- 18"6" -- 6" 18"8" -- -- 18"

D - 4000 PSI P. C. CONCRETEE - SUBBASE, PREPARED & COMPACTED

• 95'1 COMPACllONMINIMUM LAYER

DEPTH CDMBINAllON

...-J A

SOIL

QUADGUARD SYSTEM

3/4"ql x 18" MP-3THREADED ROD SYSTEMFINAL TORQUE TO BELESS THAN 10 FT-LBS

MIN. 19.00 TYP.

=

EXAMPLE:6 SAY QUADGUARD

SCALE - 1: 50

C - ASPHALT"~~4--+--

D - REINFORCED P.C. CONCRETE·m~nn"7T7::ll"n...,.,j 1n.r.72P?.,.j 1r.ll"T.ll"nl"""77YM~~l---.L!or E - COMPAClED SUBBASE·

MATERIALS:C - ASPHALllC CONCRETE

SECTION A-AREFER TO QUADGUARD ANCHORING SYSTEMINSTALLATION & SAFETY INSTRUCTIONS FORFURTHER INFORMATION

1. Verify monorail sections are bolted together.2. Attach two lifting brackets each on diaphragms listed (four brackets total). See example.3. Minimum sling length 9 ft. Use fixed equal length slings.4. Free unit from anchor bolts & grout prior to lifting the system. To accomplish this, start at

the nose of the system and use pry bars to gradually raise the system off of the studs. Placeblocks such as 2X4's under the monorail and work down the length of unit until the unit iscompletely free of the studs.

5. Lift the system to new location and re-anchor. lIP6. ANCHOR SYSTEM FOR PROPER IMPACT PERFORMANCE. Use MP-3 polyester anchor system,

supplied by Energy Absorption Systems, or approved equal. QuadGuard Systems installed on "'KRMasphalt must be inspected to ensure the anchors are still properly set following each impact. ...........Re- on char as necessary. 1i~~~;--------In;;-;:-r;;::::T;;:;-"lN::m::::::lr;;r:i..~K~....!L~o~o.':!:ne~_---J;~~~~Revisions Dote Rev. By Ckd. App. a.c...Co

TO MOVE SYSTEM:

NEXT ASSDILY:

PARTS LIST

QUADGUARD@ SYSTEM TEMPORARYBACKUP ASSYQPL S102-4118

1.002.00

4.004.00

3.00

1.001.00

REQ'O

4 of 1260-36-64

OESCRIPllON

ASSEMBLY NO. SEE TABLE A

ANCHOR,MP-3,PT-KIT,3/4X7, VT

BACKUP,CZ,QG,G

NUT,HX,5/8,G,RAIL

PANEL,SIDE,QG,G

BOLT,RAIL,5/aX2,G

LOCKING BAR,CART SUPPORT,QGBRACKET,CARTRIDGE SUPPORT,TS B/U

SEE SHEET 3.

..--------J ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARTMENT

ASSY. NO. STOCK NO. ITEM 1 DESCRIPTION WIDTH604527B 604666G BACKUP,CZ,24,QG,G 2'-0"604529B 604673G BACKUP,CZ,30,QG,G 2'_6"

604531B 604678B BACKUP,CZ,36,QG,G 3'-0"

604590B 604770B BACKUP,CZ,48,QG,G 4'-0"

NOTES:1. W1HEN TRANSITlONING QUADGUARD SYSTEM TO

EXISTING BARRIER, TRANSITION PANEL MAYREPLACE SIDE PANEL (PART NO. 2760141-0000).SEE TRANSITION ASSEMBLY DRAWING.

TABLE A

J 7" OR 1." ANCHORING SlUOS ­

@

........."

K. Looney

-KRM

ITEM STOCK NO.

1 SEE TABLE A2 611898G9 603673B10 003340G11 003400G12 605447B

.... 13 611266B

REFERENCES

Dote Rev. By Ckd. App.

.... ....

"-......... .... /l'j@

/l'j@

/l'j/l'j@ @

Revisions

PARTS LIST 5 BAYS

ITEM STOCK NO. DESCRIPTION QTY.

618214G ADAPTER PLATE,BIU,BOLT-ON MONORAIL,G

2 618215G ADAPTER PLATE,3 BAY,BOLT-ON MONORAIL,G

3 618216G ADAPTER PLATE.1 BAY,BOLT-ON MONORAIL,G

4 113553G BOLT,HX,314X2,G5,G 46

5 118027G WASHER,FLAT,3/4X2,HVY,G 46

6 118089G WASHER.LOCK,314,G 46

7 115953G NUT.HX,314,G 46

USE MP-3 ANCHORS THAT ARE SUPPLIEDWITH BACKUP AND MONORAIL

TO SECURE PLATES

INSTALL INSTRUCTIONS,PLATE ASSY,5 BAY

DETAIL A

118381B8

o

00

00,. ..

o,.,.

TENSION STRUT BACKUP

,.,.,.

,.

•,.

,.,.

A

•,. 0- ......' ..

,.: 1"",. f! \, \.

\\

'"----'

...... .."S. Trageser 3/12/12

ou.:)..tO ..,.C:Hlt.KfO .",

KRM 3/13/12.......,. ..,.K.Looney 3/13/12...

'"

ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARTMENT

-- ASSEMBLY NO. SEE TABLE

oc.u .......- 60-36-64 ...." 5 of 12N.T.S.

QUADGUARD SYSTEM (TEMPORARY)

PLATE ASSY,BOLT-ON MONORAIL,24 & 30,QG

QPL S102-4103INST INSTRUCTION: 118381B

3617 Cincinnati Ave.Rocklin, CA 95765

Frank J. Powell, PEFlorida #70359

60-36-64 SH05

Dale Rev By Chk. App.Revision

\

MONORAIL\

\

_ 1.50 MAXIMUMSTUD HEIGHT

PARTS LISTITEM STOCK NO. DESCRIPTION REQ'O

1 611370G MONORAIL.ONE BAY,QG,G,

2 611375G MONORAIL. TWO BAYS,QG,G,

3 611379G MONORAIL. THREE BAYS.QG,G,

4 608136G END CAP.MONORAIL.QG.G 1.00

5 603673B ANCHOR.MP-3,PT-KIT,3/4X7, VT ,6 113660G BOLT,HX.5/8X3 1/2,G5,G 1.00

7 115970G NUT,HX,5/8.G 1.00

8 118100G WASHER,LOCK,5/8.G 1.00

• SEE TABLE

USE ITEM 5 TO SECURE MONORAIL TOCONCRETE, RECOMMENDED HOLE DEPTH IS5.50. FINAL TORQUE TO BE 120 FT LBS.PLAN

Io

13.625

14.00 -

1- ---=5:..::3c..::.9:..::0'---- --t ---..:..T07:T=A::=L'=R,:.:A~IL~LE::::Nc..::G::..:TH.:..:..- 1(SEE TABLE)

TENSION STRUT BACKUP ASSEMBLY(SEE NOTE 5)I --------- -----------------------------------~

~ I: ~ II If / I: NOTE: MONORAIL & BACKUPVARIES: ASSEMBLY MUST BE STRAIGHT TO24" (SH~WN) 00,~ ~~ 10 01 1:0 01 10 ol ~ ro ol ~ 10 01 II 01 10 01 ~ 10 0 WITHIN 0.5"

30 I =:---- -I. I36" -tt- ~__ =--=,.-- -~ --- --- --- --- --- --- J __ - - - - -- - -- - -- - --J - -- - ...L..+ --j--Y-

F_+~:U-'::Ea- · .'. .. m .• m ••• ~ •• m ,.. ! .

L-_____________________________ _ ~

~ • MIN. 7.00 THICK, 4000 PSI REINFORCED CONCRETE DECKSTRUCTURE

·6.00 MIN, REINFORCED 4000 PSI P.C. CONCRETE PAD.·8.00 MIN. NON-REINFORCED CONTINUOUS 4000 PSI P.C.

CONCRETE ROADWAY, (MEASURING AT LEAST 12'-0" WIDEBY 50'-0" LONG).

TABLEASSEMBLY NO. TOTAL RAIL LENGTH 'ITEM 1 'ITEM 2 'ITEM 3 'ITEM 5 NO. (J BAYS

611334B 72.0 0 1 0 3 3611340B 108.1 0 0 1 4 4611343B 144.1 1 0 1 5 5611343B 180.1 0 1 1 6 6

o

I '-

4t

1 DETAIL ASCALE - 1:8

\\\11111111/1/ FrankJ. Powell, PE 3617 Cincinnati Ave.~,,':':,~'f.,..~:..r:..9.~c:;/// Florida #70359 Rocklin, CA 95765 ASSEMBLY NO. SEE TABLE

Revisions Oate Rev. By Ckd. App.

REFERENCE$'~'\"~IIII~"" .•. '~ ""'.. ""'"~ ~.*~ S. Troqeser 2/22/12..... • \ _ DE:IClNED: DAm

=-a! \a:::~~\ r; '!/Litz- )1::.='-tn:O«QCU>.mK;n;R=-M----

k""<'m2/=-2-8-1-1---12

~ -«" sfdfo.: /~:::............. DA'"

~ ~" "'1.. t- /..-(;"::: K. Looney 2/28/12'l #,'" ORIO /~.$' CAD FU:....// ~io···_·_·_· ..···~"",' 60-36-64 SH06.dwg

/1/ NA\. \\'/111" l\ 1\\ \ \' NEXT ASSaIIl.Y,

.---------J ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARTMENT

QUADGUARD@SYSTEMQPL S102-4118

MONORAIL ASSY, QG, FLORIDA

Do Not Scale IDOD. 60-36-64 ,.....,. 6 of 12

PARTS USTI'!EM STOa< NO. OESCRIPl1ON REQ'O

TENSION STRUTBACKUP ASSEMBLY (TYP)

3 BAY SYSTEM

ITEM 2

~I

4 BAY SYSTEM

ITEM 3

~I

5 BAY SYSTEM

ITEM 3 • ITEM 1.

1

6 BAY SYSTEM

ITEM 3 ITEM 2

~ I

ASSEMBLY NO. (SEE TABLE ON SHEET 6)

r---7 ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARTMENT

QUADGUARD~ SYSTEM TEMPORARYQPL S102-4118

MONORAIL ASSY. QG

7 of 12-..Do Not Scale 60-36-64

Frank J. Powell. PE 3617 Cincinnati Ave.Florida #70359 Rocklin, CA 95765

Dote Rev. By Ckd. App.Revisions

TABLE YARDS3 OF

NO. OF "L" REBAR CONCRETEup" IN PAD OPTIONAL LIFTING POINTS: USE CHAIN LINKS

BAYS 'PAD LENGTH) REQUIRED 1/t' PROOF COIL CHAIN. THE ~3 15' -0' 3' -9' 83' -8' 1. 5 CHAIN MUST MEET THE REQUIREMENTS CONCRETE~

4 15' -0' 3' -9' 83' -8' 1.5 OF ASTM A-413 GRADE 28. THE ( ~ (

5 18' -0' 4' -6' 103' -0' MINIMUM LENGTH CHAIN IS 15 LINKS LONGITUDINAL )X c> p 0 .."

1.8 AND THE REBAR WILL BE INSERTED REBAR 0 ... (nJ o (6 21' -0' 5' -3' 118' -8' 2. 1 THROUGH BOTH ENDS AS SHOWN.

..." " \

Frank J. Powell, PE 3617 Cincinnati Ave.\ c..../" 4 """ I

.~~ ~,-

Florida #70359 Rocklin. CA 95765 I:--...f,' NOTE: ADD (1) #4 4"..:<-<-~~,.:;~~, - REBAR @ "p" AS NEEDED. SECTION B-B\\\\\1111/1111 p""

~"~ ..-:?,\\~~~.). Pow. 11/ - ""::::: '-

~Vt~0... <-~

V;(4) #5 REBARS

\ {GRADE,~ -', ~ 4.. .. ,,~

~*!J "Sl>...

~"D! /~ \0::: • <0 I 1 n ~ \0 rol

~~A !J.~/~/I2- )J:~9

<0 Nt ...SECTION A-A 1 4000 PSI,.~\ TEOF l~~,. (t'i, .() ... STONE AGGREGATE CONCRETE-:- "'" .e-l.OR10'- ....... " 1'-2" (TYP)"/ ~" ..' ~ " 145 Ibs/fP

//III"ONA(~\'\'" DETAIL A11/1/1111\\\\\ "L" (SEE TABLE)

"p" OPTIONAL L1FllNG POINTS - (' LOCATIONS)~ "P"

3" (SEE SECTION A-A) 3"- iA -t-----------------i---t-i-------'-----i-------i------i"'~----i----,--,-----i--1, , , I , , , , , , , , ,, , , I , , , , , , , , ,

z t------------------!----!--~-------!-------! -------~-------! -!-----~----- ___ ,_1______!__~:::i: -+ ' " , , , , , , , " ~_ QUADGUARD0

Cf. --------------1---t-1-----1-----1-----1-----1~----1---- -1-----1-1- -PADI

I I I I I I I I I I , "

':q. t------------------i---t-I-------I'-------i-------I-------it----I----- --1-'------i--I, , " I I , " .~ , "I I I I I I I I I I , "

-l--------------------l-----~-~-------~-----_/.-------~-------1-~----~- --- -~------/.---I-

I 5'-2" 2'-0" (TYP) ~#5 REBARS

-JANOTE:

1. CROSS SLOPE OF PAD SHALL NOT EXCEED 10: 1, AND NOT VARY MORE THAN 2% FROM FRONT TO BACK.2. TO PREVENT SLIDING DURING AN IMPACT. PAD MUST BE INSTALLED AGAINST OR TIED TO AN EXISTING STlRUCTURE.

OTHERWISE ADDITIONAL BELOW GRADE SUPPORTS MUST BE ADDED AS DETERMINED NECESSARY BY THE PROJECT ENGINEER.3. UNITS OF MEASUREMENT ARE IN INCHES UNLESS OTHERWISE NOTED.

REFERENCES ""'.. ...",

C;;;;;; ENERGY ABSORPTION SYSTEMS, INC.S. Trageser ~/24/201~

"""""" ...", ENGINEERING AND RESEARCH DEPARTMENT

QUADGUARD®""""'" ...",

SYSTEM TEMPORARYKRM 2/28/12Revisions Dote Rev. By Ckd. App. """""" ...", QPL S102-4118

K. Looney 2/28/12 CONCRETE PAD,CZ,QG"'" Fl£:60-36-64 SH 08.dwg

NEXT ASSDB.Y: Do Not Scale I""'" 60-36-64 I'"'"" 8 of 12 r

PARTS LIST

ASSY.NO. ITEM 1 DESCRIPTION WIDTH607113B 607821B DIAPHRAGM,QB,24,QG,G 24.00

607114B 607827B DIAPHRAGM,QB,30,QG,G 30.00

607115B 607834B DIAPHRAGM,QB,36,QG,G 36.00607117B 607838B DIAPHRAGM,QB,48,QG,G 48.00

ITEM STOCK NO.

1 607821G

8 611368G

9 115954G

10 113555G

11 118089G

12 605446G

DESCRIPTION

DIAPHRAGM.QB.24,QG,G

MONORAil GUIDE,QG,G

NUT,HX,3/4",GR DH

BOlT,HX,314X2,G8,G

WASHER,lOCK,3/4,G

BRACKET,CARTRIDGE SUPT,DIA,FOlDED.QG,G

QTY.

2

4

4

4

2

c .--.,' ENERGY ABSORPTION SYSTEMS- __..... eN<;IN!ERING AND RESEI\RCH Oll:PI\R1MI!NT

QUADGUARD SYSTEM TEMPORARY

DIAPHRAGM ASSY,QB

QPL S102-4118...

9 of 12IXUT........

60-36-64

PART NO. SEE TABLE

"'''Do Not Scale60-36-64 SH09.pdf

Frank J. Powell, PE 3617 Cincinnati Ave.Florida #70359 Rocklin, CA 95765

""- "..S. Trageser 2124/2012.......... "..ClICClUD .",

KRM 2128/2012_.""K.Looney 212812012

""

PARTS LIST

... ~~

~...~

...... .-...~ ...

ITEM STOCK NO.

1 354025Z-0·002 2699341-00003 2704191-00004 2708871-00005 2760251-0000

• 0 INDICATES GRAY• 1 INDICATES YELLOW

DESCRIPTION

NOSE W ADJ SUPPORT BRACKET,CZ,QG,··

BOLT,RAIL,5!8X2,GNUT,HX,5!8,G,RAILWASHER,BAR,1!8Xl 1 4X2,W/HOLE,GBRACKET,PULL-OUT

REQ'O

1.006.006.006.002.00

NOTE 1. 'THE TOP AND BOnOM HOLES OF THE NOSEARE SLOTTED TO PROVIDE ADJUSTMENT.ADJUST NOSE TO AUGN WI'TH FENDER PANELS'THEN TIGHTEN NUTS.

r--7 ENERGY ABSORPTION SYSTEMS, INC.~ ENGINEERING AND RESEARCH DEPARTMENT

ASSEMBLY NO. 3540052-0100 (YELLOW)ASSEMBLY NO. 3540052-0000 (GRAY)

10 of 12

QUAOGUAROe

SYSTEM TEMPORARYQPL S102-4118

NOSE ASSY,CZ,QG

Do Not Scale 60-36-64

\\\11\111111// Frank J. Powell, PE 3617 Cincinnati Ave.",~~.~~.~.~~c!,//// Florida #70359 Rocklin. CA 95765

Dele Rev. By Ckd. App.Revisions

PARTS LIST

ITEM STOCK NO. DESCRIPTION QTY.

611832B PANEL,FENDER,OG

2 003400G BOLT,RAIL,5/8X2,G 2

3 003340G NUT,HX,5/8,G,RAIL 2

'"EO<11 of 12

l)~NING.:

60-36-64

- IC ' ENERGY ABSORPTION SYSTEMS, INC-~~...; ENGINEERING AND RESEARCH OEPARTMENT

PART NO. 608236B

SCREW,FL,5/8X5,G8,G,HEX SOCKET

WASHER,MUSHROOM,FORGED,OG,G

NUT,HX,5/8,G

WASHER,FLAT,5/8 X 1 3/4, G

SPRING,DIE,1 1/4 ODX9/16X1 1/2,B

QUADGUARD® SYSTEM TEMPORARY

FENDER PANEL ASSY,QG

QPLS102-4118

118052G

115970G

117459B

116878G

617045G

7

4

6

5

8

3/1312012

3113/2012041[;

3/1/1996

3/13/2012

60-36-64 SH 11.dwg

JVM/MHO

S. Trageser

K. Looney

KRMCHECKED:

Frank J. Powell, PE 3617 Cincinnati Ave.Rocklin, CA 95765

SEE NOTE 2

UNDERLYING PANEL~(SEE NOTE 1)

NOTES:1. UNDERLYING PANEL IS ANOTHER FENDER PANEL. IN THE

CASE OF THE LAST FENDER PANEL, THE UNDERLYING PANELCOULD BE A BACKUP SIDE PANEL, EXTENSION PANEL, ORTRANSITION PANEL.

2. THERE IS TO BE A 3/4" MAX. GAP BETWEEN ANY FENDERPANEL AND THE UNDERLYING PANEL.

1.00

3.00

1.00

3.00

1.00

REQ'D

PARTS LIST

ANCHOR,MP-3,PT KIT,3 4X6 1/2 HOR

DESCRIPTION

PANEL,TRANSITlON,4 OFFSET,QG

BRACKET,SUPPORT,4 TRANS TO CMB

NUT,HX,5/8,G,RAILBOLT,RAIL,5/8X2,G

2 2760301-0000

4 2699341-0000

3 3525130-0000

5 2704191-0000

1 SEE TABLE

ITEM STOa< NO.

FENDER PANEL OVERLAP

CAUllON3/4" MAX.

FOR PROPER IMPACTPERFORMANCE

~ TRANSITlON iArN_EL_-hF""..::a... A_C_K_U:_'A_PH_R_A_G_M~¥CORRECT

•.:;- ..~.~ ....'

:,,:.", .•~..... I:.• -.I.

12 of 12

LEFT ASSEMBLY NO. 354018L-OOOORIGHT ASSEMBLY NO. 354018R-OOOO

QUADGUARD SYSTEM TEMPORARYTRANSITION ASSY,4 OFFSET,QG

QPL S102-4118

.--------J ENERGY ABSORPTION SYSTEMS~ ENGINEERING AND RESEARCH DEPARlMENT

......Do Not Scale 60-36-64

5/8x2 RAIL BOLT(SEE BACKUP ASSY)

I I.'

RIGHT SIDE APPLICATION

CAre

3/13/2012

CAre

3/13/2012CAre

3/13/2012

60-36-64 SH14.dwg

Frank J. Powell, PE 3617 Cincinnati Ave.Florida #70359 Rocklin, CA 95765

TABLE - ITEM 1

2760262-0000 PANEL,TRANSIllON,4 OFFSET,R,QG

2760261-0000 PANEL,TRANSIllON,4 OFFSET,L,QG

PART NO. DESCRIPllONAPPUCAllON

RIGHT SIDE

LEFT SIDE

REFEREN

./.

//;;Q'D 32 PLACES, 1 TOPAND 1 BOTTOM HOLEMUST BE USED.

LEFT SIDE APPLICATION

Date Rev. By Ckd. App.

INCORRECT

SEESEE

DETAIL BNOT TO SCALE

Revisions

5/8x2 RAIL BOLTNOllES: (SEE BACKUP ASSY)

1. USE TRANSITlON PANEL AS llEMPLATE FOR DRIWNG.RECOMMENDED HOLE DEPllH 5.00". FINAL TORQUE TO BE120 FT-LBS (TYP).

2.IMPACT FORCES COULD BE TRANSFERRED INTO TERMINALEND OF llHE BARRIER. ADEQUAllE ANCHORAGE IS REQUIREDFOR PROPER IMPACT PERFORMANCE.

3. ANCHOR STUD END SHOULD BE FLUSH WlllH OUTSIDESURFACE OF ANCHOR NUT, SEE DETAIL B.

4. MIN. 4000 PSI P.C. CONCREllE MEDIAN BARRIER.