QG_II_Assembly_Manual.pdf

Revision C December 2016

QuadGuard® II Assembly Manual

PN 115270

QuadGuar www.trinity

The Quad Program eligible f Highway

This ma at all tim www.trin

The instr informati II system make ch the most rd® is a registe yhighway.com dGuard® II s

(“NCHRP”)

for federal-ai Administrat

Impo assem instruc autho repair appro by the Highw nual must mes. For add nityhighway ructions con on, illustratio m information anges at an current inst ered trademar m

Qu ystem has b Report 350 id reimburse ion (“FHWA”

A ortant: The mbly, maint ctions are f rity only. In r would resu opriate highw e FHWA for way represe be availabl ditional cop y.com.

ntained in th ons, and sp n available to ny time. Plea ructions.

rk of Energy A uadG been tested 0 specificatio ement on th ”) as a TL-2 o

Assem

2525 N. St Dallas ese instruct tenance, a for standard n the event ult in a devia way authority use on the entatives are e to the wo pies, contac is manual s ecifications o Trinity Hig ase contact bsorption Sys

Gua pursuant to ons. The Qu e National H or TL-3 devic bly Ma temmons Fre s, Texas 7520 tions are to nd repair d assembly the specifi ation from th y engineer.

NHS under available fo orker overs ct Trinity Hi supersede a in this manu ghway at the Trinity High stems, Inc.

ard®

National Co uadGuard® Highway Sys ce.

anual eeway o be used o of QuadG specified b ed system hese assem This system r criteria util or consultatio eeing and/o ighway dire ll previous i ual are base e time of prin hway to conf

Revision All rights in

II

ooperative H II system ha stem (“NHS” only in conj Guard® II s by the appr assembly, mbly instruct m has been lized by that on if required or assembl ectly (888) 3 nformation a ed on the lat nting. We re firm that you

Part No. 11 C December copyright rese ighway Rese as been de ”) by the Fe junction with systems. T ropriate hig maintenanc tions, contac deemed el t agency. Tr d.

ling the pro 323-6374 or and manual test QuadGu serve the rig u are referri erved earch emed ederal h the These hway ce, or ct the igible rinity oduct r visit

ls. All uard® ght to ng to www.trinityhighway.com 2 All rights in copyright reserved

Table of Contents Customer Service Contacts Important Introductory Notes Safety Rules for Assembly Safety Symbols Warnings and Dangers Limitations and Warnings System Overview

System Components for Replacement QuadGuard® II Foundation/Anchoring Trinity Highway Approved Adhesive Anchoring System

Assembly Cautions Horizontal Assemblies

Recommended Tools Narrow Systems Site Preparation/Foundation Narrow Assembly Narrow

Transition Panel Types Narrow Wide Systems Site Preparation/Foundation Wide Assembly Wide

Transition Panel Types Wide Maintenance and Repair

Inspection Frequency Visual Drive-By Inspection Walk-Up Inspection

Post-Impact Instructions Parts Ordering Procedure www.trin

Custo Trinity H QuadGua always w

Trinity H

Telepho

E-mail:

Website

Impor

Proper a evaluated should b These in and are need add the highw Trinity H location departure as tested ityhighway.c omer Se ighway is co ard® II syste welcome. Ad

Highway one:

e:

rtant Intr ssembly of d and deem e read in th nstructions a for standard ditional infor way authori

Highway’s C specified by es from the d.

Impo appro 12 for com rvice Co ommitted to em, its assem ditional infor roducto the QuadGu med eligible heir entirety are to be us d assemblie rmation, or h ty that has

Customer Se y the approp assembly in ortant: DO oved for this r component ontacts the highest mbly procedu rmation can ry Notes uard® II syst by the FH and underst sed in conju s only as sp have questio planned an ervice Depa priate highw nstructions s

O NOT use a system duri t parts).

t level of cus ures, suppo be obtained

(888) 323- +1 312 467 product.inf www.trinity s tem is critica HWA per NC tood before nction with pecified by ons about the nd specified artment. Th way authority specified in t any compon ng the asse

All stomer serv rting docum d from the co

-6374 (USA)

7 6750 (Inte fo@trin.net yhighway.co al to achieve CHRP Repo assembling the assemb the applicab e QuadGua this assem is product

y. If there a this manual, nent part th embly or rep

Revision C rights in co vice. Feedba entation, an ontact inform ernational) om e performanc ort 350. Th g the QuadG bly of QuadG ble highway rd® II system mbly and, if must be as re deviation , the device at has not air of this sy

December 2 pyright rese ack regardin nd performan mation below ce that has hese instruc

Guard® II sys Guard® II sy y authority. I m, please co needed, co ssembled in ns, alteration may not pe been specif ystem (see p rved g the nce is w:

been ctions stem.

ystem f you ontact ontact n the ns, or rform fically

p. 8 –

This prod provided person s the uniq qualified only for specified

A manuf system w take prec individua

Safety

* Importa

This man and exp Additiona by email if you hav system.

Always u and whe not nece protectio duct has be to that use should be pe ue knowled to both read an individua d and selecte facturer’s dr will be suppl cedence ove al who is skil

Impo direct repair seriou instruc produ

Warn Cautio comp death y Rules ant Safety I nual must be perienced in al copies of t at product.i ve any ques use appropri n moving he essarily limit n should be

Warn specif the as com een specifie er who has ermitted to a dge describe d and accur al experienc ed by the hig rawing pack ied with a s er informatio led in interpr ortant: Re ions and s ring the Qua us injury or ctions for lat ct.

ning: Ensur on, and Im letely followe in the event for Asse nstructions e kept in a n the assem this manual nfo@trin.net stions conce ate safety p eavy equipm ted to work used.

ning: Safety fied by the h ssembly, ma d for use b unique know assemble, m ed above.

ately interpr ced and ski ghway autho kage will be pecific draw on in this ma reting them ead safety uggested s adGuard® II death to w ter use and re that all mportant sta

ed. Failure t t of a collisio embly s * location whe mbly, mainte are availabl t, or at www erning the inf recautions w ment or Quad k gloves, ap y measures highway auth aintenance, o y the appro wledge of ho maintain, or r These inst ret them as w lled in the a ority.

supplied by wing package anual and sh before the s instructions safe practice system. Fa workers and/ reference by of the Qua atements w to follow this on.

ere it is read enance, or e from Trinit w.trinityhighw formation in when operat dGuard® II c pron, safety s incorporat hority must b or repair site

All opriate highw ow this syst repair this sy ructions are written. The assembly of y Trinity Hig e unique to hall be stud start of any p s thoroughly es before a ilure to follo /or bystande y anyone inv adGuard® II within the Q s warning co dily available repair of t ty Highway way.com. Ple this manua ting power e components.

y goggles, s ting approp be used to p e.

Revision C rights in co way authorit tem is to be ystem that d e intended ese instructi f highway p ghway upon that system ied thorough product asse y and follow assembling, ow this warn ers. Please volved in the

I system D QuadGuard® ould result in e to persons the QuadGu by calling (8 ease contac l or about th equipment, m . Safety artic safety-toe s priate traffic protect all pe

December 2 pyright rese ty and has e assembled does not pos for an indiv ons are inte products tha n request.

. Such draw hly by a qua embly.

w the asse maintainin ning can res keep up-to e assembly o

Danger, War ® II manua n serious inju s who are s uard® II sys

888) 323-637 ct Trinity Hig he QuadGua mixing chem cles includin shoes, and control de ersonnel wh rved been

d. No ssess vidual ended at are

Each wings alified embly g, or sult in o-date of the rning, l are ury or skilled stem.

74, or hway ard® II micals, ng but back evices hile at

Safety This sect manual f

Symbol

Warni Read all y Symbo tion describe for complete l Meanin

Safet Failur could ings and instructions

Dang seriou

Warn you h all Da comp under

Warn

Warn federa

Warn Unifor

Impo local reuse impac regar

Impo comp been com ols es the safet safety, asse ng ty Alert S re to read an result in ser d Dange before asse ger: Failure us injury or d ning: Do no ave read thi anger, Warn letely follow rstand these ning: Do NO ning: Ensur al, state, spe ning: Ensure rm Traffic Co ortant: It is highway a e of any pa

ct. Trinity ding this de ortant: It i plete to mak strictly follo y symbols th embly, opera

Symbol: In nd follow the rious injury o ers embling, ma e to comply w death in the e ot assemble, is manual th ning, Caution

ed. Please c instructions

OT modify th e that the Q ecifying agen e delineatio ontrol Device s the sole r authority an rt of the sy

Highway eterminatio s critical th ke certain th owed.

hat appear i ating, mainte dicates Imp e Important, or death to th intaining, or with these w event of a ve

, maintain, o horoughly an n, and Impo call Trinity H s.

he QuadGua

QuadGuard® ncy, and loca n on the ass es (“MUTCD responsibili nd its engi ystem is ap makes n

n. Each im hat you ins hat the instr

All in this Quad enance, rep portant, Cau Caution, W he workers a repairing th warnings cou ehicle impac or repair the nd complete ortant statem Highway at ( ard® II system

II system a al specificat sembly mee D”) and local ity of the p ineers to d ppropriate o no recomm mpact is uniq spect this ructions pro

Revision C rights in co dGuard® II m air, and serv ution, Warn Warning, or D and/or bysta e QuadGua uld result in ct with a sys e QuadGuard ely understan ments within

(888) 323-63 m in any way nd delineati tions.

ets all appro l standards.

project engi determine w or acceptab mendation que.

product aft ovided in th

December 2 pyright rese manual. Rea vice informa ning, or Da Danger indic anders.

rd® II system increased r stem.

d® II system nd it. Ensure n the manua 374 if you d y.

on used me priate Manu ineer and/o whether us ble followin or sugges ter assemb his manual rved ad the tion.

anger.

cators m.

isk of m until e that al are o not eet all ual on or the se or ng an stion bly is have www.trinityhighway.com 6 All rights in copyright reserved

Limitations and Warnings

Trinity Highway contracts with FHWA approved testing facilities to perform crash tests, evaluate test results, and submit results to the Federal Highway Administration for review.

The QuadGuard® II system has been deemed eligible for reimbursement by FHWA as meeting the requirements and guidelines of NCHRP Report 350. NCHRP Report 350 tests are designed to evaluate product performance involving a range of vehicles on roadways, from lightweight cars (approx. 820 kg [1800 lb.]) to full size pickup trucks (approx. 2000 kg [4400 lb.]). A product can be certified for multiple Test Levels. The QuadGuard® II system is certified to the Test Level(s) as shown below:

Test Level 2: 70 km/h [43 mph]

Test Level 3: 100 km/h [62 mph]

These FHWA directed tests are not intended to represent the performance of systems when impacted by every vehicle type or every impact condition existing on the roadway.

This system is tested only to the test matrix criteria of NCHRP Report 350 as approved by

FHWA.

Trinity Highway expressly disclaims any warranty or liability for injury or damage to persons or property resulting from any impact, collision or harmful contact with products, other vehicles, or nearby hazards or objects by any vehicle, object or person, whether or not the products were assembled in consultation with Trinity Highway or by third parties.

The QuadGuard® II system is intended to be assembled, delineated, and maintained within specific state and federal guidelines. It is important for the highway authority specifying the use of a highway product to select the most appropriate product configuration for its site specifications. The customer should be careful to properly select, assemble, and maintain the product. Site lay out, vehicle population type; speed, traffic direction, and visibility are important elements that require evaluation in the selection of a highway product. For example, curbs could cause an untested effect on an impacting vehicle.

After an impact occurs, the debris from the impact should be removed from the area immediately and the specified highway product should be evaluated and restored to its original specified condition or replaced as the highway authority determines as soon as possible.

www.trinityhighway.com 7 All rights in copyright reserved

System Overview The QuadGuard® II system is a potentially reusable, re-directive, non-gating crash cushion for roadside obstacles ranging in width from 610 mm to 3200 mm (24" to 126"). It consists of energy-absorbing cartridges surrounded by a framework of Quad-Beam

TM

Panels. The decision as to whether this product is reusable after impact rests solely within the sound discretion of the trained engineer, experienced in highway products, who is working at the direction of the local DOT, or appropriate highway authority, which specified and now owns the product.

The QuadGuard® II system utilizes two types of cartridges in a staged configuration designed to address both lighter cars and heavier, high center-of-gravity vehicles. Its modular design allows the system length to be tailored to the design speed of a site. See the QuadGuard® II Product Manual to determine the appropriate number of Bays (see p. 66 & 67 for an illustration of Bay) for a given speed.

Impact Performance

The 5 Bay QuadGuard® II systems have successfully passed the requirements outlined in NCHRP Report 350, Test Level 3 tests with both the light car and pickup at speeds of up to 100 km/h [62 mph] at angles up to 20 degrees.

During head-on impact testing, within NCHRP Report 350 criteria, the QuadGuard® II system is designed to telescope rearward to absorb the energy of impact. When impacted from the side, within the applicable NCHRP Report 350 criteria, it is designed to redirect the vehicle back toward its original travel path and away from the roadside obstacle.

System Below is configura (see p. 3

Note: C

Narrow D

Nose, Na

*Parts i m Compo a list of sys ation. Please

Warn QuadG system if tho have mainte prohib

Components

Diaphragm A

607113 - 2 607114 - 3 607115 - 3 606810 - 4 arrow Assem

580 - Galvan 11581 - Yello 11579 - Bla n red are i com onents fo stem compo e call Trinity ning: Use Guard® II f

m. Do not u ose system not been te enance, or bited.

are not sho

Assemblies *

24” 30” 36” 48” mbly * nized ow ck ncluded in r Replace onents to be y Highway c only Trinity for assembl utilize or oth s are othe ested, nor h repairs us own to scale.

* Wide Dia

607173 607175 607176 607177 607145 607146

Nose, Narro

611577 n assemblie ement used in the customer su

Highway p ing, mainta herwise com er Trinity H ave they be sing unspec aphragm Ass

- 26.48”

– 32.78”

– 35.93”

– 39.08”

– 42.23”

– 45.38” ow Assembly

7 - Galvanize 578 – Yellow 576 - Black es.

All e repair of yo pport if you parts that a aining, or re mingle parts

Highway sy een deemed cified parts semblies *

607148 – 4 607149 – 5 607150 – 5 607151 – 5 607152 – 5 607156 – 5 y 48” * No ed w

Revision C rights in co our particula have any s are specified epairing the s from othe stems. Suc d eligible for s or access

48.53” 50.11” 51.68” 54.83” 57.98” 59.56” ose, Wide As

611583 – 611584 611582

December 2 pyright rese ar QuadGua system ques d herein fo e QuadGuar er systems ch configura r use. Asse sories is s

07157 – 61.

07158 – 64.

07159 – 68.

07160 – 70.

07162 – 73.

07163 – 76.

ssembly *

Galvanized 4 – Yellow 2 - Black rved ard® II stions r the rd® II even ations mbly, trictly

.13”

.28”

.06”

.58”

.73”

.88”

Mushroo

Flat Scre

Rail Bolt, Nose, L, ityhighway.c m Washer

617045 ew 5/8X5”,G

116878

, 5/8X2”

003400

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611672 n red are i com

G8, Narrow ogo

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Spring, 1 1/

Panel, Fend

Nose, R, W n assemblie

5/8X8 1/2" W

116879

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117458 der Assembl

608236

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611683 es.

All

Wide Sp

Ra ly, QG Wa o Br

Revision C rights in co pring, 6”, Wid ail Nut, Hex, asher, Flat, racket, Cart S

December 2 pyright rese de

, 5/8”

03340

5/8” X 1 3/4

Support, No rved ose

Nose, L, Bolt, Hex

Bolt, Bt, 5 Socket

Nut, Hex 2 1/8”

*Parts i ityhighway.c

Narrow, W/

611669 x 5/8” X 2 1/2

118232

5/8” X 1 1/4"

113404 x, Coupling, 5

115986 n red are i

Logo

2", G5

", Hex

5/8” 11” X

Nose, R, Na

Bolt, Hex, 1

Bolt, Hex, 5

Washer, Lo n assemblie arrow, W/Lo

611680

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113518

5/8” X 2”, G5

118570 ock, 1/4"

118085 es.

ogo Br

G5 Br

5 Nu

Wa racket, Cart, racket, Cartr ut, Hex, 1/4" asher, Lock, December 2 pyright rese

Nose idge Suppor

, 5/8” rt

Bracket, W/Holes

Bracket, ityhighway.c

Angle, 2” X

617387 x, 3/8” X 1”,G

113596

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605535 x, 3/4" X 2”, 113555 n red are i

1”, G5

G8

Washer, Fla

Washer, Fla

Shim Kit, 1/

Monorail Gu n assemblie at 3/8” X 1”

118036 at, 3/8” X 2”

118038

/8” X 3 5/8” X

614050 uide

611368 es.

Nu

Bo

X 8”(2) Wa

Nu ut, Hex, 3/8” olt, Hex, 5/8” asher, Lock, ut, Heavy He

December 2 pyright rese

X 1”

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, 3/4" ex, 3/4"

Nut, Hea

Panel, S

Approved

*See Trin ityhighway.c avy Hex, 5/8”

003354 ide, QG

611898 d Adhesive *

619316 nity Highway

Cart y Approved A tridge Assy, Hinge Plate

Bracket, Ca

TS B/U

Stud, 7”, G5

Adhesive An

Type I e, Fender Pa

610172 artridge Supp

605447

117542 nchoring Sys

Cartrid

All anel Bo port Lo Su

Wa stem section dge Assy, Ty

606029

Revision C rights in co olt, Hex, 5/8” ocking Bar, C upport asher, Flat, n on page 15 ype II pyright rese

” X 4”, G5

Cartridge

3/4"

5.

QuadG

Asphalt

Systems asphalt.

minimum 152 mm

Concrete

For conc freshly p concrete determin

Recomm on the st

The Qua specified

Foundat

Foundati

Anchorag

Foundat

Foundati

Anchorag

Foundat

Foundati (C.S.)

Anchorag

Guard®

Warn provid guida

Installation with a Ten Assemblies m of 76 mm [6”] layer of

Impo appro Servic e Installatio crete installa placed and base and ed by the pr mended dime andard draw adGuard® II d anchorage:

tion A: Conc on: 150 m ge: Appro tion B: Asph on: 76 mm ge: Lengt tion C: Asph on: 150 m ge: Appro com

II Found ning: Ensu ded by the A nce regardin ns nsion-Strut B on asphalt [3”] layer of subbase, or ortant: On oved adhesiv ce at (888) 3 ons ations, the Q cured conc the attenu roject engine ension and re wings.

system ma crete Pad o mm [6”] minim oved adhesiv halt over P.

m [3”] minim h of anchor halt over Su mm [6"] min oved adhesiv dation/A ure the pro AASHTO Ro ng placemen

Backup may must provid f Portland C r 203 mm [8” nly 460 mm ve, can be u 323-6374 for

QuadGuard® crete base ( uator must eer or appro einforcemen ay be instal or Roadway mum depth P ve with 180 m

C.C.

um asphalt required is 4 ubbase imum A.C.

ve with 460 m

Anchorin posed asse oadside Des nt on or adja y be tempor de a minimu Cement conc ”] layer of as m [18”] thr used with (a r a complete

II system sh (28 MPa [4 comply wit priate highw nt specificati led on any

Portland Cem mm [7”] stud concrete (A.

460 mm [18” over 150 m mm [18"] stu

All ng embly site c sign Guide, acent to curb rarily installe m of 76 mm crete, 152 m sphalt with n readed rods asphalt) fou e list of appro hould be ins 4000 psi] m th the proj way authority ons for new of the follo ment Concre ds 140 mm [5

.C.) over 76

”] 420 mm [1 mm [6”] min uds 420 mm

Revision C rights in co conforms w including, b bs.

ed in constr m [3”] layer o mm [6”] laye no subbase.

s, utilizing ndations. C oved adhesi stalled only minimum). O ect plans o y.

w concrete pa owing found ete (P.C.C.)

5 1/2”] embe mm [3”] min

16 1/2”] emb nimum Com m [16 1/2”] em

December 2 pyright rese ith the guid but not limite ruction zone of asphalt o er of asphalt

Trinity Hig Contact Cust ves.

on an existi Orientation o or as othe ads can be f dations using edment nimum P.C.C bedment pacted Sub mbedment rved dance ed to, es on over a t over hway tomer ng or of the rwise found g the

C.

bbase

Foundat

Foundati

Anchorag

Foundat

For Foun

A. C. (As

AR-4000

S

3/

3/

N

N

N

N

P.C.C. (P

Stone ag

4000 psi

(Samplin

C.S. (Co

150 mm

Class 2 a

S

N

N ityhighway.c tion D: Asph on: 200 m ge: Appro

Impo fresh, broke the da moun Instru tion Specific ndations A, B sphalt Conc

0 A. C. (per A

Sieve Size

/4"

/8"

No. 4

No. 8

No. 30

No. 200

Cauti mont

Portland Ce ggregate con minimum co ng per ASTM mpacted Su

[6”] minimum aggregate

Sieve Size

1/2"

No. 4

No. 200 com halt Only mm [8”] minim oved adhesiv ortant: Sys undisturbed n, or show s amaged an ted on asp ctions and M cations

B, C and D m crete)

ASTM D338

Op

95-

65-

49-

36-

18-

3-8 ion: Walk-hs for insta ement Conc ncrete mix ompressive

M C31-84 or ubbase) m depth 95%

Moving A

90-100

40-90

0-25 mum A.C.

ve with 460 m stems moun d asphalt if signs of pull chors in the phalt must Maintenance mentioned a

1 '83) 3/4” M perating Ran

-100

-80

-54

-40

-21 up inspecti allations on crete) strength

ASTM C42-

% compactio

Average % P mm [18”] stu nted on asph more than out. If 10% e existing a be inspecte e and Repair bove:

Maximum, M nge (%) Pas ons should asphalt.

84a, testing on

Passing

All uds - 420 mm halt must be 10% of anc or fewer an asphalt. Anc ed every 6 r instructions edium (Type ssing d be conduc per ASTM C m [16 1/2”] e e replaced chors are fo nchors are d chor bolts u months. S s on page 60 e A or B) ag cted at leas

C39-84)

December 2 pyright rese embedment and mounte und to be lo amaged, re used on sys See Post Im 0.

gregate t once ever rved ed on oose, place stems mpact ry six

Trinity A Trinity cushions Both ver system.

Vertical

Note: R

1) Prep

The sectio (830 minim befor

2) Drill

Note: T strength

Use t large diamo and f your the p y Highw Highway a

s. Each appr rtical and ho

Assemblies

Read all Trin are the Con

Warn mater only in

Warn anchor bolts ons to the co MPa [120,0 mum 28 MPa re applying a

Boreholes

Trinity Highw when using the part tha r than the s ond drill bit full strength kit. Check to art to be anc

Stu Siz

3/4”x 6 3/4”x 3/4”x

Impo Table over deplo ancho way Appr pproved ad roved adhes orizontal ass s nity Highwa ncrete Foun ning: Do rial safety da n well-ventila ning: Wear s (studs) th oncrete foun 000 psi] min a [4000 psi] anchoring ad way recomm an approve at is to be a stud diamete is used, the will not be a o be sure al chored (see ud ze:

Co B

6 1/2" 22 m x 7" 22 m x 18" 22 m ortant: Whe e A. Due to time. For oyment at ors in aspha roved A hesive anch ive kit conta semblies ar ay approved ndation not allow a ata sheet su ated area. D safety gogg at anchor th ndation must nimum tensi concrete. A dhesive.

mends using d adhesive a nchored as er to the rec surface will achieved. Se ll the boreho Table A).

oncrete Bit Size mm [7/8”] mm [7/8”] 1 mm [7/8”] 4 en mountin o the poten this reaso temporary alt every six

T Anchori dhesive horing syste ains adhesiv re possible d adhesive i anchoring a pplied with a

Do not use ne gles and glov he QuadGu t be those s ile strength

Allow the con g double-flut anchoring sy a drilling te commended be too smo ee the appro oles are drill

Minimum Depth

125 mm [5 140 mm [5” 420 mm [16 ng on aspha ntial instabi n, anchori y locations x (6) month

Table A ing Informa

All e Ancho em is require ve, studs, nu using an ap instructions adhesive to adhesive kit ear open fla ves during c ard® II syste hipped in th or equal). T ncrete to cu ted drill bits ystem.

emplate. Dri depth, usin ooth for the a oved adhesi led to the pr m Rec

5”] Manu 1/2"] Manu 1/2”] 15 alt, initial to ility of asp ng to asph

s. It is rec hs to the init ation

Revision C rights in co ring Sys ed to secure ts, washers pproved adh s before sta contact sk for first-aid me.

construction.

em Backup e kit or of hi These studs re a minimu to achieve ll the boreh ng a rotary h approved ad ve instructio roper depth commended Torque ufacturer Sp ufacturer Sp N-m [10 ft-lb orque shall phalt, ancho halt should commende tial specifie

December 2 pyright rese stem ely anchor c and instruct hesive anch arting.

in or eyes.

procedures and/or Mon igh strength s must be s um of seven optimum te oles 3 mm hammer dril dhesive to ad ons provided and aligned d pec pec b] be as show ors may lo d be limite d to re-to ed torque.

rved crash tions.

horing

See . Use norail steel set in days ensile

[1/8”]

l. If a dhere d with d with wn in osen ed to orque

3) Clean

Blow the b boreh debri

4) Appl

Fill th

5) Add

Place left ex

6) Inser

Push sever

7) Torq

Once

p. 15

Assem

1) Steel

If ste soluti

A) U sw d

B) D st n the Boreh the concret borehole with hole is wet, c s, dust, wate y Approved he borehole

Cauti there boreh the Washer e a flat wash xposed.

rt Studs in B the stud do ral twists in t

Cauti has ha ue the Nuts e the grout h mbly Caut l rebar el rebar is e ions:

Using a diam witch back t epth is reac

Dang from t

Drill a new b tud by comp com holes te dust from h a 7/8” diam completely f er, ice, oil, g d Adhesive

1/3 to 1/2 fu ion: Do no will not be ole is under rs and Nuts her onto the

Boreholes a own through the approve ion: Do no ardened (se s has hardene tions ncountered mond core d o the concre hed.

ger: Do no the project e borehole dow pletely filling m the boreho meter steel flush it with w rease and o ll.

ot overfill or enough gro rfilled, the gr s stud then th and Wait fo h the part to d adhesive t ot disturb or ee instruction ed, torque th while drilling drill bit or re ete bit and d t drill throug engineer and wn at an an both boreho ole using oil-bristle tube water while other contam under-fill th out to ancho out may not hread a nut r Grout to H o be anchore to wet the th load the stu ns supplied w he nut to the g an anchor ebar drilling drill into the u gh rebar wit d only per the ngle past the oles with an

All

-free compr brush and t brushing. Th minates prior he borehole.

or all of the t develop the on until 1 o

Harden ed and into hreads.

ud until the with the app e recommen bolt boreho tool, drill t underlying c thout first ob e engineer’s e rebar to th approved ad

Revision C rights in co ressed air. T then blow it he borehole r to adhesive

If the boreh studs provi e required pu or 2 threads the boreho approved a proved adhes nded values ole, apply on hrough the concrete unt btaining per s instructions he proper de dhesive.

December 2 pyright rese

Thoroughly b t out again.

s must be fr e injection.

hole is over ided in the ull out streng s of the NUT

le. Give the adhesive ma sive kit).

(see Table e of the follo rebar only, til the proper mission to d s.

epth. Ancho rved brush If the ree of rfilled, kit. If gth.

T are e stud aterial

A on owing then r hole do so or the

Horizo The horiz

1) Follo

Apply

2) Add

Put w

3) Inser

Push adhe

Note: In

4) Torq

Once (see ontal Asse zontal appro

Cauti to 1/2 the an requir ow the instr y approved a the Washer washer and n rt Studs into stud throug sive to wet t horizontal a

Cauti has ha ue the nuts e the grout h

p. 15).

com emblies oved adhesiv ion: Do no full. If the b nchor studs red pull out s uctions sup adhesive to rs and Nuts nut on stud, o Boreholes gh part to b the threads.

applications ion: Do no ardened (se s has hardene ve kit is the s ot overfill or u borehole is o /kit. If boreh strength.

pplied with each ancho s leaving nut s be anchored the stud sho ot disturb or ee approved d, torque th

F Horizon same as the under fill a b overfilled, the hole is unde your appro r per instruc flush with en and into bo ould be flush load the stu adhesive kit e nut to the

Figure 1 ntal Applica

All e vertical kit.

borehole. Fil ere will not b er filled, the oved adhesi ctions.

nd of stud (s orehole. Tw h with the top ud until the t instructions approved a ation

Revision C rights in co l borehole a be enough g e grout may ive kit see Figure 1 wist the stud p of the nut approved a s for harden adhesive ma

December 2 pyright rese approximatel grout to use not develo in the appr

(see Figure adhesive ma ing times).

anufacturing rved ly 1/3 all of p the roved

1).

aterial spec

Recom Docume

M

M

Cutting

R

R

C

G

D

T st

Hammer

S

S

Wrenche

H

1/

1/

1/

1/

1/

C

A

Persona

S

G

S mmende entation

Manufacturer

Manufacturer

Equipment

Rotary Hamm

Rebar Cutting

Concrete Dril

Grinder, Hack

Drill Bits 1/16

Trinity Highw trength whe rs

Sledgehamm

Standard ham es

Heavy Duty 1

/2" drive Soc

/2" drive De

/2" drive Rat

/2" drive Bre

/2" drive Tor

Crescent Wre

Allen Wrench al Protective

Safety Glasse

Gloves

Safety Toe S

Impo reuse impac highw critica certai follow com ed Tools r’s Assembly r’s Drawing P mer Drill g Bit l Bits – 22 m ksaw or Torc

6” through 7/ way recomm n applying a mer mmer

1/2” drive im ckets: 9/16", ep Well Soc tchet and At eaker Bar – 2 rque Wrench ench: 300 m h: 3/8” e Equipmen es hoes ortant: Tri e of any pa

ct. It is the way author al that you in that the wed.

y Manual

Package mm [7/8”] (D ch (optional)

/8” mends using an approved pact wrench

, 11/16", 3/4 ckets: 15/16" ttachments

24” long h: 200 ft-lb mm [12”] nt nity Highw rt of the sy sole respo ity and its inspect th instruction

Double-Flute double-flute adhesive to h

", 15/16", 1

", 1 1/4” way makes ystem is ap onsibility of engineers his product ns provide

All ed) ed drill bits o the anchor

1/8", 1 1/4" no recomm ppropriate o f the projec s to make after asse d in this m

Revision C rights in co to achieve ring system.

mendation w or acceptab ct engineer that determ mbly is co manual hav

December 2 pyright rese optimum te whether us ble followin and/or the mination.

mplete to m ve been st rved ensile se or ng an local It is make rictly www.trinityhighway.com 19 All rights in copyright reserved

Miscellaneous

Traffic Control Equipment

Lifting and moving equipment (A lifting device is preferred although a forklift can be used.) Minimum 5,000 lb. capacity required.

Air Compressor (100 psi minimum) and Generator (5 kW)

Long Pry Bar

Drift Pin 300 mm [12”]

Center Punch

Tape Measure 7.5 m [25’]

Chalk Line

Concrete Marking Pencil

7/8” Diameter steel tube brush for cleaning drilled boreholes

Rags, water, and solvent for touch-up

Note: The above list of tools is a general recommendation and should not be considered an exhaustive list. Depending on specific site conditions and the complexity of the assembly specified by the appropriate highway authority the required tools may vary.

Decisions as to what tools are needed to perform the assembly properly are in the sole discretion of the specifying highway authority and the authority’s selected contractor performing the assembly of the system at the authority’s specified assembly site.

www.trinityhighway.c

(Five Bay s com systems wi th Tension

1) Cartridg

2) Diaphra

3) Quad-B

4) Nose C

5) Monora

6) Backup

7) Side Pa

Figure 2 P

Strut Back

Key ge agm Beam™ Fend Cover ail p anel

Plans & Elev

All ups shown der Panel vation

QG210

, except as

05126

December 2 pyright rese noted)

How to

To determ feature. Y

Countin

One Bay is not con for illustr than the one side

Determine mine left from Your left is th ng the Num y consists of nsidered a B rations). Not number of B (see Figure

REA

FE

com e Left/Righ m right when he system’s mber of Bay f one Cartrid Bay, though te that this m Bays in the s e 3). The Thr

AR

ENDER PAN

t n ordering p left and you ys dge, one Dia there is a C means there system. To d ree-Bay syst

Fi System

3 - Bay Sy

NELS

B

BAY

parts, stand i ur right is the aphragm, two Cartridge in t e will alway determine n tem is shown gure 3 Orientation ystem Show

DIA

BAY

AY

All n front of the e system’s ri o Fender Pa he Nose of e ys be one m number of Ba n below.

n wn

LEFT

APHRAGM

C

NOSE

Y

Revision C rights in co e system fac ight.

anels, etc. T each system more Cartridg ays, count F

FR

RIG

CARTRIDGE

E

December 2 pyright rese cing the road

The Nose se m (see p. 66 ge in the sy Fender Pane

RONT

GHT

E rved dside ection & 67 ystem els on

Measur

The Qua

The nom

The nom

The outs nominal w 67 for illu ing the Wi dGuard® II s

10 mm [24”]

60 mm [30”]

15 mm [36”]

219 mm [48

755 mm [69

285 mm [90

200 mm [12 minal width of minal width of side width of width. The w ustrations).

com dth system is av

8”]

9”]

6”] f a parallel s f a wide syst f the system width of the

(M

(M vailable in se system is the tem is the w m is approxi system is no

F Width of

Minimum 3 Ba

Minimum 6 Ba

F Width o even (7) nom e width of the width at the lo mately 150 ot the same

Figure 4 f Parallel sy ays Require ays Require

Figure 5 of Wide sys

All minal widths:

e diaphragm ocation show mm [6”] to as the width ystem ed) ed) tem m (see Figure wn in Figure

230 mm [9 h of the Bac e 4).

5.

”] wider tha ckup (see p.

rved n the 66 &

Narro w Syste

1219 mm [

915 mm [3

760 mm [3

610 mm [2 ems

Nar

[48”] Model N

36”] Model N

30”] Model N

24”] Model N

F rrow System

No. QG2 _ _4

No. QG2 _ _3

No. QG2 _ _3

No. QG2 _ _2

Figure 6 m and Mode

All el Numbers

Site P A QuadG concrete attenuato authority

Recomm provided may be Deploym of the sys

Preparat Guard® II sys base (28 M or must com mended dime in Trinity Hi assembled ment cross-sl stem; the fo

Warn placem guide

Cauti with th

Warn opera telesc [34.5” of the would to com not be cause the sy com ion/Fou stem should

MPa [4000 ps mply with pr ension and ghway conc on a non-ope shall no undation sur ning: Ensu ment as dic lines.

ion: Accur he concrete ning: Loca tion of the cope rearwa ] from their last Fender d otherwise i mply with thi een crash t e component ystem.

ndation d be assemb si] minimum roject plans reinforceme crete founda -reinforced ot exceed 8% rface shall h ure that the ctated by the rate placeme anchor bolts tion of the attenuator.

ard and exte pre-impact r Panels are nterfere with is requireme tested pursu t damage w

F Cr

Narrow bled only on ). Location a or as othe ent specifica tion drawing concrete ro

% and should have a light b ere is prope e state or s ent of all ste s.

Backup in r Upon impa end beyond location. Po e a minimum h movement ent is likely t uant to NCH hich will nec

Figure 7 oss-Slope

All w an existing and orientat erwise deter ations for ne gs, supplied oadway (min d not twist m broom finish er site grad pecifying ag eel rebar is relation to n ct, the Fend the rigid Ba osition the B m of 760 mm t of the rear to result in s HRP Report cessitate ma

Revision C rights in co or freshly p ion of the co mined by th ew concrete with the sys nimum 200 more than 2% ding for the gency, pursu critical to a nearby objec der Panels ackup as m

Backup so th m [30”] forwa rmost Fende system perfo t 350 criteri aintenance o

December 2 pyright rese placed and c oncrete base he local hig e foundations stem. The sy mm [8”] t % over the le e QuadGuar uant to AAS void interfer cts will affec are designe much as 876 hat the rear rd of objects er Panels. Fa ormance tha ia and may or replaceme rved cured e and hway s are ystem hick).

ength rd® II

SHTO

rence ct the ed to 6 mm ends s that ailure at has y also ent of

Assem Inspect

Before d with the s

1) Det

The to F Bac

A T is n for Pac mbly Na Shipping eploying the system. Mak

Impo QuadG should termine Bac e QuadGuar Figures 8 an ckup is being

Transition Pa not needed w use with the ckage to det

Fig Tension S com arrow e QuadGuar ke sure all p ortant: T Guard® II m d take prece ckup & Tran rd® II is avai nd 9, along w g deployed.

anel or Side when a Tran e QuadGuar termine whic ure 8 Strut Backup

Transitio d® II, check arts have be

The Manufa must be use edence over nsition Type lable with a with the Bac

Panel must nsition Pane rd® II. Refer ch type of Pa p

Figu oning the Q the received een received acturer’s D ed with thes these gene e

Tension Str ckup Assem t be used on el is used. S to Figures anels to atta ure 10 QuadGuard®

All d parts agai d.

Drawing Pa se instruction ral instructio rut Backup o mbly drawing n each side everal types 10 - 15 and ach.

Conc

® II System

Revision C rights in co inst the ship ackage sup ns for prope ons.

or a Concre g, to determi of the Back s of Transitio the Manufa

Figure 9 crete Backu

December 2 pyright rese pping list sup pplied with er assembly te Backup. R ine which ty

up. A Side P ons are ava acturer’s Dra up rved pplied the y and

Refer ype of

Panel ilable awing

Transit Note: T system.

barrier o Service D tion Pane The proper T The correct or roadside Department

Figu No Tra

Fi Quad-Beam

Trans com el Types Transition Pa t Panel(s) to obstacle th prior to depl ure 11 ansition igure 13 m™ to Thrie-sition Panel

Quad

Narrow anel or Side o use will d e QuadGua loyment if yo

-Beam l

F -Beam™ En e Panel mus depend on t ard® II syste ou have any

Quad-B

Q

Figure 15 d Shoe Tra

All st be used fo the direction em is shield y questions.

Figu Beam™ to S

Transiti

Figu Quad-Beam

Transiti nsition Pan Revision C rights in co or impact pe n of traffic a ding. Conta ure 12 afety Shape ion Panel ure 14 ™ to W-Bea on Panel nel December 2 pyright rese erformance o and what ty ct the Cust e Barrier am rved of the pe of tomer

2) Ma

Loc fea line and be

Note:

supplied

3) Anc

A) C

Loc Tra the Con (se

A T cra adh usin

B) T

Loc con pro as sup ityhighway.c rk System L cate the cen ture. See th e to mark the d offset 165 positioned o

The concre with the sys

Warn and d Drawi chor the Ba

Concrete B cate Backup ansition Pan Concrete B ncrete Back e Approved

Trinity Highw sh cushions hesive, stud ng an appro

Warn by a s

Tension Str cate Tension nstruction lin operly before a template.

pplied with th com

Location nterline of t he Manufact e centerline o mm [6.5”] to on this line.

ete foundat stem.

ning: Loca dependent o ng Package ackup

Backup Cons p Face Plate els fit prope

Backup usin kup using an

Adhesive se way approve s and other c s, nuts and oved adhesiv ning: Every stud using an rut Backup n Strut Bac ne (see Figu e anchoring Anchor the he QuadGua

(To he system turer’s Draw of the system o one side a ion shall co tion of syste on the type e supplied wi struction (F using the B erly before a g the Face n approved ection, p. 15 ed adhesive common hig washers. B ve anchoring y borehole a n approved a

Assembly ( kup and Mo ure 21 on p.

Backup. Dr Backup to th ard II system

F op view of c by measurin wing Package

m. Mark a co as shown in omply with em with res of Transitio ith the syste

Figure 17)

Backup Asse anchoring th Plate as a adhesive s

5).

e anchoring hway device

Both vertical g system.

and slot in B adhesive.

(Figure 18) onorail on fo 30). Verify ill anchor bo he concrete m (see Appro

Figure 16 concrete fo

All ng the prop e supplied w onstruction Figure 16. T the Manuf spect to the on Panel us em for details embly drawin he Face Pla template. A upplied with system is

es. Each ap and horizon

Backup and foundation w that any ap oreholes in f foundation oved Adhesi oundation)

Revision C rights in co per offset fro with the sys line parallel The edge of facturer’s D roadside o sed. See the s.

ng. Verify th ate. Drill anc Anchor the F h the QuadG required to proved adhe ntal assemb

Monorail m with side of pplicable Tra foundation u using an ap ve section, p

December 2 pyright rese om the road tem. Place to the cente f the Monora

Drawing Pac bstacle is c e Manufactu at any applic chor borehol Face Plate t Guard® II sy securely an esive kit con blies are pos must be anch

Monorail o ansition Pane using the Ba pproved adh

p. 15).

rved dside chalk er line ail will ckage critical urer’s cable les in o the ystem nchor ntains ssible hored n the els fit ackup esive

A

F Anchoring B

Conc

F Anchoring T to F

APPR

WITH

FU

SE

Figure 17 Backup Face crete Backup

Figure 18 Tension Strut Foundation

ROVED ADHES

3/4" X 6 1/2” S

BA

ULLY CURED C

EE MANUFACT

TENSION

BACKUP

APP

WIT

All e Plate to p t Backup

SIVE

STUD

ACKUP FACE

CONCRETE BA

TURER’S DRAW

N STRUT

P

PROVED ADHE

TH 3/4" X 7” ST

PLATE

ACKUP

WING PACKAG

ESIVE

TUD

GE

4) Anc

A)

Loc of M

Ori

Dri thro

Anc atta (± 6 chor the Mo

Monorail Co cate Monora Monorail foo ient the Mon ll 140 mm [5 ough founda

Warn system chor each M and the app ach each se 6 mm [1/4”])

Warn by a s

WA

R com onorail onstruction ail on founda ot 10” forwar norail so that

5 1/2"] deep ation.

ning: Impr m collapse d

Monorail sect proved adhe egment of M ning: Every stud using an

Monor

ASHER

ROADWAY

NUT

n for Concre ation with sid rd of front fac t the Monora anchor bore roper alignm during impac tion using an sive instruct

Monorail in a y borehole a n approved a

F Prope

Fig rail Location

ANCH

ete Backup de of Monora ce of Concre ail tongues fa eholes using ment at the ct.

n approved T tions include alignment fro and slot in B adhesive.

Figure 20 er Stud Heig gure 19 n for Concr

HOR

All

(Figure 19) ail on the co ete Backup ( ace Backup g the Monor

Monorail S

Trinity Highw ed with the a om the bac

Backup and ght rete Backup

BACKUP

C

MAXIMU

Revision C rights in co onstruction lin (see Figure

(see Figure rail as a tem

Sections wil way adhesiv adhesive kit.

ck to the fro

Monorail m p

P OR MONOR

CAUTION:

0 MM [1.5”]

UM STUD HEI

December 2 pyright rese ne and rear 19).

e 19).

plate. Do no l prevent p ve kit. See F It is importa nt of the sy must be anch

RAIL

IGHT

rved edge ot drill roper

Figure ant to ystem hored

B)

Loc of B

Ori

Dri thro

An Se imp sys

Monorail Co cate Monora Backup foot ient the Mon ll 140 mm [5 ough founda

Warn by a s chor each M e Detail 20 portant to att stem (± 6 mm

Warn system

WA

R com onstruction ail on founda 4” forward o norail so that

5 1/2"] deep ation.

ning: Every stud using a

Monorail sec 0a and the tach each se m [1/4”]).

ning: Impro m collapse d

Backup and

ROADWAY

NUT

n for Tensio ation with sid of edge of fo t the Monora anchor bore y borehole a Trinity Highw ction using th approved a egment of M oper alignme during an im

F Monorail Lo

Deta Proper St

ANCH

on Strut Bac de of Monora oundation (se ail tongues fa eholes using and slot in B way approve he Trinity Hig adhesive ins

Monorail in al ent at the Mo pact.

Figure 21 ocation for Te il 21a tud Height

HOR

All ckup (Figure ail on the co ee Figure 21 ace the Bac g the Monor

Backup and ed adhesive ghway appr structions in lignment fro onorail splice ension Strut

BACKUP

C

MAXIMU

Revision C rights in co e 20) onstruction lin 1).

ckup (see Fig rail as a tem

Monorail m e.

roved adhes ncluded wit m the back t e joints will p t Backup

OR MONOR

CAUTION:

0 MM [1.5”]

UM STUD HEI

December 2 pyright rese ne and rear gure 21).

plate. Do no must be anch ive kits prov h each kit.

to the front o prevent prop

RAIL

IGHT

rved edge ot drill hored vided.

It is of the per

5) Att

Atta nut

Note: A

Assemb

Use inse

T

SIDE

IN SOME

ityhighway.c ach Side Pa ach Transitio (two places

A Side Panel ly tip:

e drift pin to erting the ra

TENSION STR

5/8” X 2

E PANEL SHO

E CASES, THIS

A TRANSITIO

(SEE

com anels and/o on Panel or s - top and b is not need align the ce il bolts.

Side

UT BACKUP

RAIL BOLT (2

WN HERE

S WILL BE

ON PANEL

PAGE 26)

or Transition

Side Panel ottom holes ed when a T enter hole of

Fi Panel/Trans

N

2) n Panels to l to side of B only). See B

Transition Pa f the Panel w gure 22 sition Panel A

ARROW SIDE

5/8” RAIL NU

SEE FIGURE

All

Backup As

Backup usin Backup Asse anel is used with the cent

Attachment

E PANEL

UT (2)

E 26

Revision C rights in co ssembly ng 5/8” hex embly drawi ter hole of th

CONCRET

December 2 pyright rese bolt and 5/8 ing(s) below he Backup b

E BACKUP

rved

8” rail w.

before

6) Att

Atta

Inse Fig Dia Dia

Rep

7) Att

Orie of t

Orie sho

D ach Monora ach Monorai ert 3/4" x 2” ure 23. Sec aphragm As aphragm.

peat process ach Diaphra ent a Diaph he system a

Impo system slide t ent and slid own in Figure

Monorai

SHIM

MONORAIL G

IAPHRAGM

com ail Guides il guides to D

G8 hex bol cure with 3/ ssembly dra s for each D agms ragm so tha as shown in ortant: Slid m is able to the Diaphrag e all other D e 25.

Figure 23 l Guide Atta

GUIDE

3/4

Diaphragm a lt through M /4" lock was awing. Shim

Diaphragm.

at the front fa Figure 24.

de one Dia o collapse pr gm to approx

Diaphragms achment

Fi Diaphra

3/4” HEX NUT

” LOCK WASH

3/4” X 2 G8 HE

as follows:

Monorail guid sher and 3/4 ms are sand ace of the D phragm all roperly durin ximately 915 onto Mono igure 25 agm Spacin

HER

EX BOLT

All de and Diaph 4" hex nut dwiched be

Diaphragm s the way to ng impact. O 5 mm [36”] in orail and pos

Diaph ng

Revision C rights in co hragm, orien (typical 4 p etween the shape faces o the Backu Once this ha n front of the sition each a

Figure 24 hragm Orien

December 2 pyright rese nted as show places). See

Rail Guide toward the up to ensure as been ver e Backup approximate ntation rved wn in e also e and

Nose e the rified, ely as

8) Att

Starti Pane

Step

P u

A

Step

S in

Step

U D

Step

A la u ityhighway.c ach Fender

Impo (see F ing at the B el Assembly

Place the Fen p with the ap

Attach Mushr 6b, but do n

Slide the Fen n the forward

Use a drift p Diaphragm.

Attach the fro arge hex nut ntil the next com r Panels ortant: Do n Figure 26).

ackup, attac drawing.

nder Panel s pproximate c room Washe ot torque at nder Panel fo d Diaphragm in to align th ont of the Fe ts per side.

Fender Pan not mix the 5 ch left and r so that the c center of the er Assembly this time. Th orward until m.

he center ho ender Panel Use only the nel is attache

F Rail Nut

5/8” rail nuts right Fender center of the e slot in the F y as shown his (Step 1) the holes in ole of the F s to the nex e top and bo ed.

Figure 26 ts are Over

All s (large) with r Panels sho e slot of the Fender Pane in Figure 2 helps to bal n the Fender ender Pane xt Diaphragm ottom holes rsize

Revision C h the 5/8” he own on page rearward Di el.

27 and Deta ance the Fe r Panel line el with the c m using two s; leave the c

December 2 pyright rese x nuts (sma e 31 and Fe iaphragm is il 27a and D ender Panel.

up with the enter hole o

(2) rail bolts center hole rved ll) ender lined

Detail holes s and open

Step

E

Ensure Mush Standoff on M

Mushroom com hroom Wash Mushroom W

Detail 27a m Washer At her lays flat Washer must

F Fender P ttachment against the t be seated c

Figure 27 Panel Assem

All

Fender Pa completely t mbly

Mushro

Revision C rights in co nel as show through slot.

Detail 2 oom Washe wn in Figure

7b er Orientatio

27b.

on

C D

Step

O (s

Check Diaph Diaphragms, Once proper small hex) n

Assemble the com ragm spacin as shown in r spacing h ut until it rea e remaining ng to ensure n Figure 28 a as been ac aches the en

Diaphragms

F Proper Dia e 915 mm [ and Fender chieved, tor nd of the thre s and Fende

Figure 28 aphragm Sp

All

[36”] betwee Panel Assem rque the Mu eads.

er Panels foll pacing

Revision C rights in co en rear face mbly drawin ushroom W lowing the s es of consec g.

Washer Asse ame proced rved cutive embly dures.

9) Att

Usi the dra

10) Att

Atta Bac Ass

Note: 6 914 mm the Back tach End Ca ng 5/8” x 3 front of the awing.

ach Cartrid ach lower C ckup, as sh sembly draw

610 mm [24”] [36”] and 12 kup and Diap com ap

1/2" G5 hex e first Mono ge Support

Cartridge Su hown in Fig wings.

] wide syste 219 mm [48” phragms.

S x bolt, 5/8” h orail segmen t Brackets pport Brack gures 31 to ms do not h ] wide syste

F Monorail E

F ide Cartridg hex nut and nt, as show et to front a 33 Diaphr ave Side Ca ems have Sid

Figure 29 End Cap Ass

Figure 30 ge Support

All

5/8” lock wa wn in Figure and back of ragm Assem artridge Sup de Cartridge sembly

Brackets

Revision C rights in co asher, attach 29 and Mo all Diaphrag mbly drawin pport Bracke e Support Br h the End C onorail Asse gms and fro gs, and Ba ts: 762 mm rackets weld rved

Cap to embly ont of ackup

[30”], ded to

Lowe

STEP II

MOUNT

TENSION

ityhighway.c r Cartridge (Tensi

ENSION STRU

LOCKING BA

N STRUT BACK

DIAPHRAGM

Figure 32 Support Br on Strut Ba

Lower C

UT BACKUP

AR

KUP

CAR

SUP

CART

racket Asse ackup)

STEP I

MOUNT CAR

SUPPORT B

F Cartridge S

RTRIDGE

PPORT BARC

TRIDGE SUPP

embly

RTRIDGE

RACKET

Figure 31 Support Bra

KET

PORT BRACKE

DIA

All

Lower Car (Co cket Assem

CO

CART

BARC

PLAT

ET

APHRAGM

Revision C rights in co

Figure 33 rtridge Supp oncrete Bac mbly

ONCRETE BA

CA

SU

TRIDGE SUPP

CKET IS WELD

TE OF CONCR

CARTRIDG

SUPPORT B

port Bracke ckup)

ACKUP

FACE PLATE

ARTRIDGE

PPORT BARC

ORT

DED TO FACE

ETE BACKUP

E

BRACKET

et

CKET

P

11) Att

Bol the

Pla

SEE

ach Nose A t the Nose Nose Assem ace Pullout B

VIEWS 34a -

Deta Fastener

5/8” X 1 1

HEX SOC

BUTTON

com

Assembly directly to th mbly drawin

Brackets und

- g ail 34a r Assembly

5/8”

WA

1/4"

CKET

N BOLT

he front Dia g.

der center bo

” FLAT

ASHER

F phragm, as olts.

5/8” CO

Figure 34

All shown in F

Steel Nos

OUPLING NU

Revision C rights in co

Figures 34a

STEE

Detail 34b se not show

UT 5

December 2 through 34c

EL NOSE AS

b wn for Clarit

5/8” RAIL NU

PULLO

BRACK

SEE DE

(INSIDE

c and

SSEMBLY

ty

T

OUT

KET

ETAIL 34C

E VIEW)

End V

Cartridg Suppor Bracket

5/8” X 1 1

HEX SOC

BUTTON

ityhighway.c

Detail 33f

Det

Detail View Witho ge rt t

1/4”

CKET

BOLT

f shows pro tail 34e

34c ut Nose Co

SEE DETAI

oper placem

D over

L 33f

H

5/8” X 2”

HEX BOL

5/8

THREAD CO

FLUSH WIT

HUMPS ON

ment of front

Detail 34g

En

EX BOLT 1/4

LT

8” RAIL NUT

OUPLING NUT

H OUTSIDE

FENDER PANEL

t Cartridge

N

T l t r

D nd View: No

4 X 3/4

5/8”

NUT

L

Support Br

Note differen Diaphragm B The Cartridg lower on this than the Bay rear.

etail 34d ose Cover C

Detail 34f

Tota 1/4-2

COUPLING

T

L H

December 2 pyright rese racket.

nce of front Bracket.

ge sits s Bracket ys to the

Cut Away al Six 20 Fasteners

5/8” X 2”

HEX BO

LOCK WASHE

HEX NUT 1/4”

OLT

ER 1/4”

12) Che

Rec bolt tigh Fig

13) Car

Be Nos

To eac (No sys ityhighway.c ecking the S check to ens ts, etc.). Se htly against ure 35).

Warn federa

Warn and lo

W

A M

A F rtridge Asse sure the Ad se Assembly complete th ch Bay and ose) of the stem (see Fig

Warn system Repor com

System Ass sure that all ee torque re the underlyi ning: Ensur al, state, spe ning: Ensur ocal standard

Warning:

Anchor Studs May slightly p

Anchor Studs Fender Pane embly djustable Ca y” on page 3 he assembly Nose sectio system; Ty gures 36 an ning: Placi m performa rt 350 criteria

Fend sembly fasteners ar equirements ing Fender e that the Q ecifying agen re delineatio ds.

Bolt Torq s – see Tab protrude abo

Critica s above nuts el Gap Narro artridge Sup

38. The top s y of a QuadG on of the sys ype 2 Cartri d 37).

ing the wron nce that ha a.

F der Panel G re properly t below. Che Panel, syste

QuadGuard® ncy, and loca on on the a ue Requirem le A, p. 15 ove nuts al Clearance s – see Figu ow – 20 mm pport in the surface of th

Guard® II sy stem. Type 1 dges are p ng Cartridge as not been

Figure 35 ap for Narro

All tightened thr eck all Fend em realignm

II system a al specificat ssembly me ments es ure 20, p. 29 [0.78”] see

Nose is atta he Nose Cart ystem, place 1 Cartridges laced towar e in the No n crash teste ow System

Revision C rights in co roughout the der Panels.

ment may be nd delineati tions.

eets all app below ached corre rtridge should e the approp s are placed rd the rear ose or any B ed pursuan s

December 2 pyright rese e system (an If they do n e necessary on used me propriate MU ctly. See “A d be horizon riate Cartrid d toward the

(Backup) o

Bay will res t to the NC rved nchor not fit (see eet all

UTCD

Attach ntal.

dge in front of the sult in

CHRP

Typical C

F Cartrid

F Cartridge La

Figure 36 dge Placeme

Figure 37 ayout 5 Bay

Type 2

All ent y System Sh hown

Type e 1

Wide

System

Wid

(Min. 3 Bays 1755 mm [69

(Min. 3 Bays 2285 mm [90

Varies - (M 3200 mm [

F de Systems

s) 9”] Model No

s) 0”] Model No

Min. 6 Bays) [126”] Model

Figure 38 s and Mode

o. QG2 _ _ 69

o. QG2 _ _ 90

No. QG2 _ _

All el Numbers

_ 126

10 Deg.

Revision C rights in co

Site P A QuadG concrete attenuato the proje

Recomm provided assemble cross-slo system (s

Preparat Guard® II sys base (28 M or must com ect plans spe mended dime in the Manu…