R E F E R E N C E S

SCALE: DRAWING: SHEET: REV

DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

R. Cummins

R. Brougher

K. Looney

TD35024-TL2 CU.idw

10/3/2006

10/4/2006

10/4/2006

TD35024-TL-2 CU 1 1

QUEST TL-2

ASSEMBLY N0 TD35024-TL-2 CU

Revision Date Rev By Chk. App.

R E F E R E N C E S

QUEST SYSTEM ASSEMBLY TD35024-TL-2SUPPORT FRAME BAY 1 3562013-0000DIAPHRAGM ASSY BAYS 1&2 3562016-0000TRIGGER ASSY 3562014-0000CONCRETE PAD 3562018-0000ANCHOR ASSY 3562007-0000

5 7 4 7 6 3 2

1

1=40

775 6

2

1

34

UNIDIRECTIONAL

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN. 3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT RFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: (QTY. 30) 178 [7] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** A) 152 [6.00] REINFORCED PAD PER REFERENCE DRAWING 3562015-0000. B) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG, SEE DWG 3562007-0000. C) 180 [7.00] REINFORCED DECK STRUCTURE, SEE DWG 3562007-0000 (QTY 38) 457 [18] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE QUEST TL-2 INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST TL-2 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 QUEST TL-2 SYSTEM TO THE OBJECT BEING SHIELDED.6. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.7. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 24" WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

1

2

3

4

5

6

7

8

9

BACKUP

DIAPHRAGM

BAY 1

FRONT ANCHOR

NOSE

BAY 2-3 PANEL

SHAPER RAIL

REAR RAIL

BAY 1 PANNEL

KEY

9

8

SEE NOTE 7

SEE NOTE 7

ELEVATION

PLAN

LEFT SIDE

.111 m [4"]

6.44 m [21'-2"]

5.39 m [17'-8"]

.635

m[2

'-1"]

MIN

OUTLINE OF P.C.CONCRETE PAD

1.22

m[4

'-0"]

TRAFFIC

TRAFFIC

6.68 m [21'-11"] PAD LENGTH


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

D. Wilkinson

JME

K. Looney

TD35024-TL2.idw

8/7/2006

1/25/2006

9/8/2006

9/12/2006

TD35024-TL2 1 2 B

QUEST TL-2 (24") SYSTEM

ASSEMBLY NO. TD35024-TL2

PARTS LISTITEM STOCK NO. DESCRIPTION QTY.

1 2762020-0000 BACKUP,24,QUEST,G 12 3562013-0000 SUPPORT FRAME ASSY,QUEST,DCM 13 276201L-0000 SHAPER RAIL,L,QUEST 80,G 14 276201R-0000 SHAPER RAIL,R,QUEST 80,G 15 2762015-0000 ANCHOR,FRONT,QUEST,G 26 2762007-0000 TRIGGER STRAP,QUEST,G 27 3562014-0000 TRIGGER ASSY,QUEST DCM 18 2762024-0000 NOSE TRANSITION,R,QUEST,G,PT 19 2762025-0000 NOSE TRANSITION,L,QUEST,G,PT 1

10 2762026-0000 NOSE,QUEST,G,PT 111 3562016-0000 DIAPHRAGM ASSY,QUEST CEN 112 2762055-0000 REAR RAIL,QUEST,UNCRIMPED,G 213 2762043-0000 STRAP,PEEL,REAR,QUEST CEN 214 2762045-0000 STRAP,PEEL,BAY 2,QUEST CEN 215 2762044-0000 FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G 216 2762047-0000 FLT ST 1/4X4X14,W/SLOTS,G 217 2762049-0000 PANEL,BAY 1,QUEST,G 218 2762048-0000 PANEL,BAYS,QUEST,DCM,G 419 2762050-0000 BRACE,PANEL,QUEST CEN,G 420 2706943-0300 SCREW,PN,#6-32X1 1/2,PHIL,S 821 2708871-1000 WASHER,BAR,1/8X1 1/4X2,ROUNDED,G 822 2708291-0000 WASHER,FLAT,5/8 X 1 3/4, G 623 2708039-0300 WASHER,FLAT,#6X5/8X.030,S 1624 2708161-0000 WASHER,BAR,2X2X1/4,G 225 2708022-0100 WASHER,FLAT,3/8 ID X13/16 OD,P,HRD 3226 2704191-0000 NUT,HX,5/8,G,RAIL 5427 2704341-0000 NUT,HX,3/4",GR DH 828 2704161-0000 NUT,HX,1,G 229 2704031-0000 NUT,HX,3/8,G 1630 2704351-0000 NUT,HX,5/8,G,GR DH 631 2704772-0300 NUT,HX,#6-32,S 1632 2701811-0000 BOLT,RAIL,5/8X1 1/4,G 4233 2699341-0000 BOLT,RAIL,5/8X2,G 1234 2700011-0000 BOLT,HX,3/4X2,G5,G 435 2701014-0000 BOLT,HX,1X5,G8,G 236 2700541-0000 BOLT,HX,1X3 1/2,G5,G 237 2699081-0500 BOLT,HX,5/8X1 1/2,G5,G 638 2699251-0000 BOLT,HX,3/4X3 1/2,G5,G 239 2701221-0000 BOLT,HX,3/8X1,G2,G 1640 2700651-0000 BOLT,HX,3/4X4,G5,G,ALL THRD 241 2705121-0000 RIVET,ST,SD68BS,3/16X1/2,DH 142 2735711-0000 DECAL,CAUTION,ALL PRODUCTS 143 2735712-3500 DECAL,PRODUCT,QUEST 144 2750043-0000 INSTALL INSTRUCTIONS,QUEST TL2 145 2735831-3500 MATERIAL SAFETY INFORMATION NOTICE 1


31 WAS 2704771-0300 11/27/06 A DK JME SPT

ITEM 43 WAS 2735712-4200 4/27/07 B DDS JME KWL

1 18 11 18 2 9 3 5

10

8 7

1=40

1812181 17 9

75

10

211

®

BRACE ASSEMBLYSCALE 1 / 20

TYPICAL, AFTER PANELSHAVE BEEN INSTALLED

PEEL STRAP ASSEMBLYSCALE 1 / 20

TYPICAL

DECALSSCALE 1 / 5

DRILL Ø3/16" HOLE INCENTER OF BACKUP,

AS SHOWN


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

D. Wilkinson

JME

K. Looney

TD35024-TL2.idw

8/7/2006

1/25/2006

9/8/2006

9/12/2006

TD35024-TL2 2 2 B




SEE SHEET 1. 11/27/06 A DK JME SPTITEM 43 WAS 2735712-4200 4/27/07 B DDS JME KWL

322126

10

3221269

3226

3528

32 21 26

832 26

32 26

7

5

35 28

4

3

4027

40 27

6

24

6

24

2

3

4

11

3827

3827

13

1234 27

15

1

36

34 27

12

37223017

3226

322618

3226

3226

18

3226

16

14

16

14

37 22 30

17

32 26

32 26

32 26

18

32 26

18

2023

18

29 25

19

3925

4142

1=25

32 26

33 26

33 26

3326

3326

31 31 23

®

43

SECTION A-A

DETAIL BSCALE 1 / 15

DETAIL CSCALE 1 / 15


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

R. Cummins

K. Looney

R. Brougher

3562018-0000.idw

9/20/2006

9/28/2006

9/29/2006

3562018-0000 1 2

QUEST CEN 80 SYSTEMRevision Date Rev By Chk. App.

A A

B

C

64.6 m [212']

16mm [#5]REBAR

1.77 m³ [2.315 yd³]

PC CONCRETE28 MPa [4000 PSI]

TABLE

NOTES:1. CROSS SLOPE OF PAD SHALL NOT EXCEED 8% AND NOT VARY MORE THAN 2% FROM FRONT TO BACK.2. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.3. SEE SHEET 2 FOR REBAR DETAIL.4. THE CONCRETE PAD SHOWN IS DESIGNED TO NEST AROUND HAZARDS 610 [24.00] IN WIDTH OR LESS. MAKE PREPARATIONS TO POUR THE REAR PORTION OF THE PAD AROUND THE HAZARD.

CONCRETE PAD

1=30

(76 [3.00])

51[2

.00]

102

[4.0

0]

152

[6.0

0]

305

[12.

00]

610

[24.

00]M

AX

(SE

EN

OTE

5)

92 [3.63]

905 [35.63]

6.68 m [22 ft] PAD LENGTH

16mm [#5] REBAR AT 610 [24.00] CENTERS.BEGIN 927 [36.50] FROM REAR EDGE OF PAD.

76 [3.00]

76[3

.00]

356

[14.

00]

1219

[48.

00]

203

[8.0

0]M

IN71

1[2

8.00

]

610 [24.00]

610 [24.00]

152

[6.0

0]M

IN

28 MPa [4000 PS1] MINIMUM, P.C. CONCRETE PADAND ANCHOR BLOCK. 2324 kg/m³ [145 lb/FT³]

76 [3.00]

500

[19.

69]

76[3

.00]

TM


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

R. Cummins

K. Looney

R. Brougher

3562018-0000.idw

9/20/2006

9/28/2006

9/29/2006

3562018-0000 2 2

QUEST CEN 80 SYSTEM

(2) REBAR F (4) REBAR G

(4) REBAR A

(2) REBAR B

(2) REBAR E

(14) REBAR D

(1) REBAR C

(4) REBAR H


457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

787 [31.00]

1086 [42.75]

5968 [234.96]TYP

CONCRETE PADFOR 24" SYSTEMS

799

[31.

48]

1=20

G

F

E

D

E

B

DF

G

A

C

H

H

D

TM

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL2CU.idw

11/29/2006

12/13/2006

12/13/2006

TD35030-TL2CU 1 1 1=40

QUEST TL-2 SYSTEM (30")

MODEL NO. TD35030-TL2CU


KEY

SHAPER RAIL

REAR RAIL91

FRONT ANCHOR

4

3

2

BAY 1

8

BAY 2&3 PANEL

6

7

BAY 1 PANEL

BACKUP5

DIAPHRAGM

NOSE

R E F E R E N C E S QUEST SYSTEM ASSEMBLY TD35030-TL2

SUPPORT FRAME ASSY 3562025-0000DIAPHRAGM ASSY 3562026-0000TRIGGER ASSY 3562027-0000CONCRETE PAD 3562029-0000FOUNDATIONS 3562007-0000

EH PROJECT

SERIAL NO.SALES ORDER

NO. OF UNITS

TRAFFIC

TRAFFIC

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN. 3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT RFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE, B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST TL-2 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 QUEST TL-2 SYSTEM TO THE OBJECT BEING SHIELDED.6. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.7. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 760 [30.00] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

®

5.38 m [17'-8"] (EFFECTIVE LENGTH)

6.44 m [21'-2"] (TOTAL LENGTH)

102 [4.00] MIN

787

[31.

00]

(SY

STE

MW

IDTH

)

796

[31.

36]

SEE NOTE 7

SEE NOTE 7

5 7 4 7 3 6

2

1

5 7 7 6 1

2

349 SEE NOTE 2 8

70 km/h [43 MPH]


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL2.idw

11/22/2006

12/4/2006

12/13/2006

TD35030-TL2 1 2 A




1 2762067-0000 BACKUP,30,QUEST,G 12 3562025-0000 SUPPORT FRAME ASSY,30,QUEST 13 276201L-0000 SHAPER RAIL,L,QUEST 80,G 14 276201R-0000 SHAPER RAIL,R,QUEST 80,G 15 2762015-0000 ANCHOR,FRONT,QUEST,G 26 2762007-0000 TRIGGER STRAP,QUEST,G 27 3562027-0000 TRIGGER ASSY,30,QUEST 18 2762025-0000 NOSE TRANSITION,L,QUEST,G,PT 19 2762024-0000 NOSE TRANSITION,R,QUEST,G,PT 1

10 2762071-0000 NOSE,30,QUEST,G,PT 111 3562026-0000 DIAPHRAGM ASSY,30,QUEST 112 2762055-0000 REAR RAIL,QUEST,UNCRIMPED,G 213 2762043-0000 STRAP,PEEL,REAR,QUEST CEN 214 2762045-0000 STRAP,PEEL,BAY 2,QUEST CEN 216 2762044-0000 FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G 217 2762047-0000 FLT ST 1/4X4X14,W/SLOTS,G 218 2762049-0000 PANEL,BAY 1,QUEST,G 219 2762048-0000 PANEL,BAYS,QUEST,DCM,G 420 2762050-0000 BRACE,PANEL,QUEST CEN,G 421 2706943-0300 SCREW,PN,#6-32X1 1/2,PHIL,S 822 2708871-1000 WASHER,BAR,1/8X1 1/4X2,ROUNDED,G 823 2708291-0000 WASHER,FLAT,5/8 X 1 3/4, G 624 2708039-0300 WASHER,FLAT,#6X5/8X.030,S 1625 2708161-0000 WASHER,BAR,2X2X1/4,G 226 2708022-0100 WASHER,FLAT,3/8 ID X13/16 OD,P,HRD 3227 2704191-0000 NUT,HX,5/8,G,RAIL 5428 2704341-0000 NUT,HX,3/4",GR DH 829 2704161-0000 NUT,HX,1,G 230 2704031-0000 NUT,HX,3/8,G 1631 2704351-0000 NUT,HX,5/8,G,GR DH 632 2704772-0300 NUT,HX,#6-32,S 1633 2701811-0000 BOLT,RAIL,5/8X1 1/4,G5,G 4234 2699341-0000 BOLT,RAIL,5/8X2,G 1235 2700011-0000 BOLT,HX,3/4X2,G5,G 436 2701014-0000 BOLT,HX,1X5,G8,G 237 2700541-0000 BOLT,HX,1X3 1/2,G5,G 238 2699081-0500 BOLT,HX,5/8X1 1/2,G5,G 639 2699251-0000 BOLT,HX,3/4X3 1/2,G5,G 240 2701221-0000 BOLT,HX,3/8X1,G2,G 1641 2700651-0000 BOLT,HX,3/4X4,G5,G,ALL THRD 242 2705121-0000 RIVET,ST,SD68BS,3/16X1/2,DH 143 2735711-0000 DECAL,CAUTION,ALL PRODUCTS 144 2735712-3500 DECAL,PRODUCT,QUEST 145 2750043-0000 INSTALL INSTRUCTIONS,QUEST TL-2 146 2735831-3500 MATERIAL SAFETY INFORMATION NOTICE 1

Revision Date Rev By Chk. App.DEL 15, 12 WAS 2762041-0000, 28 QTY WAS 10, 39 QTY WAS 4. 4/9/07 A DK KM SPT

®

1 19 11 19 2 8 3 5

10

749

1 19 19 18 8

10

7

5

2

1=40




TYPICAL

DECALSSCALE 1 / 5

DRILL Ø3/16" HOLE INCENTER OF BACKUP


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL2.idw

11/22/2006

12/4/2006

12/13/2006

TD35030-TL2 2 2 A



SEE SHEET 1 4/9/07 A DK JME SPT

Revision Date Rev By Chk. App.®

1=40

10

332227

3322278

3327

33 22 27

9

33 27

33 27

5

7

36 29

4

41 28

6

25

6

25

4128

3

3629

2

38233118

3327

3427 19

3327

3427

332719

3327

17

14

39

11

39

13

35

16

35281

3327

444243

19

40 26

203026

2124

32 32 24

17

14

38 23 31

18

33 27

34 27

33 27

33 27

19

34 27

33 27

33 27

19

37

37

SECTION A-ASCALE 1 / 30




DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562029-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562029-0000 1 2

QUEST TL-2 SYSTEM (30")Revision Date Rev By Chk. App.

66.1 m [216']

16mm [#5]REBAR

1.98 m³ [2.59 yd³]


TABLE

AA

B

C


CONCRETE PAD

1=30

92 [3.63]

6.68 m [22 ft] (PAD LENGTH)

905 [35.63]

76 [3.00]

76[3

.00]

406

[16.

00]

1372

[54.

00]

305

[12.

00]

762

[30.

00]M

AX

(SE

EN

OTE

5)

711

[28.

00]

610 [24.00] 610 [24.00]

203

[8.0

0]M

IN

152

[6.0

0]M

IN

(76 [3.00])51

[2.0

0]

102

[4.0

0]

152

[6.0

0]

76[3

.00]

500

[19.

69]

76 [3.01] TYP

®

16mm [#5] REBAR AT 610 [24.00] CENTERSBEGIN 927 [36.50] FROM REAR EDGE OF PAD.

28 MPa [4000 PSI] MINIMUM, P.C. CONCRETE PADAND ANCHOR BLOCK. 2324 kg/m³ [145 lb/FT³]

375 [14.75]


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562029-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562029-0000 2 2



(4) REBAR A

(2) REBAR B

(2) REBAR E

(15) REBAR D

(1) REBAR C

(4) REBAR H


457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

940 [37.00]

1238 [48.75]

5918 [233.00]

TYP

CONCRETE PAD

799

[31.

48]

1=25

D

H

H D

E

E

B

D

F

G

A

C

G

F

®


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35036-TL2CU.idw

11/29/2006

12/13/2006

12/13/2006

TD35036-TL2CU 1 1 1=40


MODEL NO. TD35036-TL2CU


KEY

SHAPER RAIL

REAR RAIL91

FRONT ANCHOR

4

3

2

BAY 1

8

BAY 2&3 PANEL

6

7

BAY 1 PANEL

BACKUP5

DIAPHRAGM

NOSE



EH PROJECT


NO. OF UNITS

TRAFFIC

TRAFFIC

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN. 3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT RFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST TL-2 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 QUEST TL-2 SYSTEM TO THE OBJECT BEING SHIELDED.6. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.7. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 915 [36.00] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

®

SEE NOTE 7

SEE NOTE 7

SEE NOTE 2

70 km/h [43 MPH]


6.44 m [21'-2"] (OVERALL LENGTH)

940

[37.

00]

(SY

STE

MW

IDTH

)

102 [4.00] MIN

5 7 4 7 3 6

1

2

5 7 7 6 1

2

34 89

796

[31.

36]


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35036-TL2.idw

11/28/2006

12/1/2006

12/1/2006

TD35036-TL2 1 2 A




1 2762063-0000 BACKUP,36,QUEST,G 12 3562019-0000 SUPPORT FRAME ASSY,36,QUEST 13 276201L-0000 SHAPER RAIL,L,QUEST 80,G 14 276201R-0000 SHAPER RAIL,R,QUEST 80,G 15 2762015-0000 ANCHOR,FRONT,QUEST,G 26 2762007-0000 TRIGGER STRAP,QUEST,G 27 3562023-0000 TRIGGER ASSY,36,QUEST 18 2762025-0000 NOSE TRANSITION,L,QUEST,G,PT 19 2762024-0000 NOSE TRANSITION,R,QUEST,G,PT 1

10 2762062-0000 NOSE,36,QUEST,G,PT 111 3562022-0000 DIAPHRAGM ASSY,36,QUEST 112 2762055-0000 REAR RAIL,QUEST,UNCRIMPED,G 213 2762043-0000 STRAP,PEEL,REAR,QUEST CEN 214 2762045-0000 STRAP,PEEL,BAY 2,QUEST CEN 215 2762044-0000 FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G 216 2762047-0000 FLT ST 1/4X4X14,W/SLOTS,G 217 2762049-0000 PANEL,BAY 1,QUEST,G 218 2762048-0000 PANEL,BAYS,QUEST,DCM,G 419 2762050-0000 BRACE,PANEL,QUEST CEN,G 420 2706943-0300 SCREW,PN,#6-32X1 1/2,PHIL,S 821 2708871-1000 WASHER,BAR,1/8X1 1/4X2,ROUNDED,G 822 2708291-0000 WASHER,FLAT,5/8 X 1 3/4, G 623 2708039-0300 WASHER,FLAT,#6X5/8X.030,S 1624 2708161-0000 WASHER,BAR,2X2X1/4,G 225 2708022-0100 WASHER,FLAT,3/8 ID X13/16 OD,P,HRD 3226 2704191-0000 NUT,HX,5/8,G,RAIL 5427 2704341-0000 NUT,HX,3/4",GR DH 828 2704161-0000 NUT,HX,1,G 229 2704031-0000 NUT,HX,3/8,G 1630 2704351-0000 NUT,HX,5/8,G,GR DH 631 2704772-0300 NUT,HX,#6-32,S 1632 2701811-0000 BOLT,RAIL,5/8X1 1/4,G 4233 2699341-0000 BOLT,RAIL,5/8X2,G 1234 2700011-0000 BOLT,HX,3/4X2,G5,G 435 2701014-0000 BOLT,HX,1X5,G8,G 236 2700541-0000 BOLT,HX,1X3 1/2,G5,G 237 2699081-0500 BOLT,HX,5/8X1 1/2,G5,G 638 2699251-0000 BOLT,HX,3/4X3 1/2,G5,G 239 2700651-0000 BOLT,HX,3/4X4,G5,G,ALL THRD 240 2701221-0000 BOLT,HX,3/8X1,G2,G 1641 2705121-0000 RIVET,ST,SD68BS,3/16X1/2,DH 142 2735711-0000 DECAL,CAUTION,ALL PRODUCTS 143 2735712-3500 DECAL,PRODUCT,QUEST 144 2750043-0000 INSTALL INSTRUCTIONS,QUEST TL2 145 2735831-3500 MATERIAL SAFETY INFORMATION NOTICE 1

Revision Date Rev By Chk. App.ITEM 43 WAS 2735712-4200 4/27/07 A DDS JME KWL

7

5

10

81718181

12 11 2

1 18 11 18 2 17 8 3 5

10

79 4

®

1=40




TYPICAL

DECALSSCALE 1 / 5


AS SHOWN


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35036-TL2.idw

11/28/2006

12/1/2006

12/1/2006

TD35036-TL2 2 2 A



Revision Date Rev By Chk. App.ITEM 43 WAS 2735712-4200, ADDED DECAL DETAIL AND RELATED LEADER TEXT 4/27/07 A DDS JME KWL

10

322126

3221268

3226

3528

32 21 26

9

32 26

32 26

7

5

35 28

4

3

3927

39 27

6

6

24

24

2

11

372230

17

3226

3326 3226

3218

16

14

33263226

3226

18

382712

12

3827

13

37 22 30

1732 26

33 26

32 26

32 26

18

33 26

32 26

32 26

18

15

34271

36

34 27

19

4025

29 25

18

2023

31 31 23

1=25

42 41 43

SEE DECAL DETAIL





DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562030-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562030-0000 1 2


68.5 m [225']

16mm [#5]REBAR

2.19 m³ [2.87 yd³]


TABLE

AA

B

C


CONCRETE PAD

1=30

92 [3.63]


927 [36.50]

76 [3.00]

76[3

.00]

457

[18.

00]

1524

[60.

00]

305

[12.

00]

914

[36.

00]M

AX

(SE

EN

OTE

5)71

1[2

8.00

]

610 [24.00] 610 [24.00]

203

[8.0

0]M

IN

152

[6.0

0]M

IN

(76 [3.00])59

[2.3

1]

102

[4.0

0]

152

[6.0

0]

76[3

.00]

®

508

[20.

00]

76 [3.00]



375 [14.75]


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562030-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562030-0000 2 2



(4) REBAR A

(2) REBAR B

(2) REBAR E

(15) REBAR D

(1) REBAR C

(4) REBAR H


457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

1090 [43.00]

1390 [54.75]

5918 [233.00]

TYP

CONCRETE PAD

799

[31.

48]

1=25

D

H

HD

E

E

B

D

F

G

A

C

G

F

®

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

W. Leddington

R. Brougher

K. Mortensen

R. Brougher

TD35024-TL3CU.idw

9/2/2008

8/28/2008

9/2/2008

9/4/2008

TD35024-TL3CU 1 1 1=40

QUEST TL-3/100 SYSTEM (24" [610mm])

ASSEMBLY NO. TD35024-TL3CU

SHAPER RAIL

BAY 1 PANEL

BAY 2-4 PANEL

BACKUPNOSE

FRONT ANCHOR

4

3 BAY 1

1

2

DIAPHRAGM

6

7

5

8

REAR RAIL9 UNIDIRECTIONAL

SEE NOTE 8

SEE NOTE 8

100 km/h [62 MPH]

®

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.52m [5' 0"] MIN.3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 7" STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD PER REFERENCE DRAWING . 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 18" THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE QUEST INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST 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 QUEST SYSTEM TO THE OBJECT BEING SHIELDED.6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.7. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.8. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 610 [24.00] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.


8.27 m [27'-2"] (SYSTEM LENGTH)

8.51 m [27'-11"] (PAD LENGTH)

1219

[48.

00]

796

[31.

34]

102 [4.00]

635

[25.

00]

5 7 4 7 4 7 3 6 1 2

5 7 8 7 7 3 6 1

2

49



SUPPORT FRAME BAY 1 3562013-0000DIAPHRAGM ASSY BAY 1&2 3562016-0000TRIGGER ASSY 3562014-0000CONCRETE PAD 3562015-0000ANCHOR ASSY 3562007-0000

EH PROJECT


NO. OF UNITS

TRAFFIC

TRAFFIC

KEY


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

W. Leddington

R. Brougher

K. Mortensen

R. Brougher

TD35024-TL3.idw

9/2/2008

8/28/2008

9/2/2008

9/4/2008

TD35024-TL3 1 2

QUEST TL-3/100 SYSTEM (24" [610 mm])


PARTS LISTQTY.DESCRIPTIONSTOCK NO.ITEM

1BACKUP,24,QUEST,G2762020-000011SUPPORT FRAME ASSY,QUEST,DCM3562013-000021SHAPER RAIL,L,QUEST CEN,G276202L-000031SHAPER RAIL,R,QUEST CEN,G276202R-000042SHAPER,BACKUP,QUEST,G2762017-000052REAR RAIL,QUEST DCM,G2762041-000062ANCHOR,FRONT,QUEST,G2762015-000072TRIGGER STRAP,QUEST,G2762007-000081TRIGGER ASSY,QUEST DCM3562014-000091NOSE TRANSITION,R,QUEST,G,PT2762024-0000101NOSE TRANSITION,L,QUEST,G,PT2762025-0000111NOSE,QUEST,G,PT2762026-0000122DIAPHRAGM ASSY,QUEST CEN3562016-0000132STRAP,PEEL,REAR,QUEST CEN2762043-0000142STRAP,PEEL,BAY 2,QUEST CEN2762045-0000152STRAP,PEEL, BAY 3,QUEST CEN2762046-0000162FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G2762044-0000172FLT ST 1/4X4X14,W/SLOTS,G2762047-0000182PANEL,BAY 1,QUEST,G2762049-0000196PANEL,BAYS,QUEST,DCM,G2762048-0000206BRACE,PANEL,QUEST CEN,G2762050-000021

12SCREW,PN,#6-32X1 1/2,PHIL,S2706943-0300228WASHER,BAR,1/8X1 1/4X2,ROUNDED,G2708871-1000232WASHER,BAR,2X2X1/4,G2708161-0000246WASHER,FLAT,5/8 X 1 3/4, G2708291-000025

24WASHER,FLAT,#6X5/8X.030,S2708039-03002649WASHER,FLAT,3/8 ID X13/16 OD,P,HRD2708022-01002772NUT,HX,5/8,G,RAIL2704191-00002810NUT,HX,3/4",GR DH2704341-0000292NUT,HX,1,G2704161-000030

24NUT,HX,#6-32,S2704772-03003124NUT,HX,3/8,G 2704031-0000326NUT,HX,5/8,G,GR DH2704351-000033

54BOLT,RAIL,5/8X1 1/4,G2701811-0000344BOLT,HX,3/4X2,G5,G2700011-0000352BOLT,HX,1X5,G8,G2701014-0000362BOLT,HX,1X3 1/2,G5,G2700541-0000372BOLT,HX,3/4X4,G5,G,ALL THRD2700651-000038

18BOLT,RAIL,5/8X2,G2699341-0000396BOLT,HX,5/8X1 1/2,G5,G2699081-0500404BOLT,HX,3/4X3 1/2,G5,G2699251-000041

24BOLT,HX,3/8X1,G2,G2701221-0000421DECAL,PRODUCT,QUEST2735712-3500431DECAL,CAUTION,ALL PRODUCTS2735711-0000441RIVET,ST,SD68BS,3/16X1/2,DH2705121-0000451INSTALL INSTRUCTIONS,QUEST2750038-0000461MATERIAL SAFETY INFORMATION NOTICE2735831-350047

9

12

71

1 12

9 7

1=40

®

20 13 20 13 20 2 19 11 3

10 4

1119202020

13

6

13 2

Revision Date Rev By Chk. App. 100 km/h [62 MPH]

DECALSSCALE 1 / 5


AS SHOWN


TYPICAL AFTER PANELSHAVE BEEN INSTALLED.


TYPICAL


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

W. Leddington

R. Brougher

K. Mortensen

R. Brougher

TD35024-TL3.idw

9/2/2008

8/28/2008

9/2/2008

9/4/2008

TD35024-TL3 2 2

QUEST TL-3/100 SYSTEM (24" [610 mm])


1=25

SEE DECALDETAIL

®

43

342328

12

34232811

3428

34 23 28

1034 28

34 28

3630

3

3829

8

24

9

7 36 30

4

38 298

24

2

40253319

3428

3928 3428

342820

3928

34283428

20

3928

3428

342820

18

15

16

4129

13

4129

14

18

15

40 25 33

1934 28

39 28

34 28

34 28

20

16

39 28

34 28

34 28

20

39 28

34 28

34 28

20

13

29 41

5

5

37

35 29

6

6

3529 17

20

32 27

21

4227

4544

2226

31 31 26

Revision Date Rev By Chk. App. 100 km/h [62 MPH]

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL3CU.idw

11/29/2006

12/13/2006

12/13/2006

TD35030-TL3CU 1 1 1=40




KEY

BAY 1 PANEL

BAY 2-4 PANEL

DIAPHRAGM

5 BACKUP

7

6FRONT ANCHOR

BAY 1

NOSE

8

2

3

4

1 9 REAR RAIL

SHAPER RAIL

TRAFFIC

TRAFFIC



EH PROJECT


NO. OF UNITS

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN.3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST TL-3 SYSTEM 30/36 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 QUEST TL-3 30/36 SYSTEM TO THE OBJECT BEING SHIELDED.6. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.7. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 760 [30.00] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

SEE NOTE 7

SEE NOTE 7

SEE NOTE 2

®



5 7 4 7 4 7 63

1

2

5 7 7 7

9 4 8 4 3

2

6 1

100 km/h [62 MPH]

796

[31.

36]

102 [4.00] MIN

787

[31.

00]

(SY

STE

MW

IDTH

)


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL3.idw

11/7/2006

12/1/2006

12/1/2006

TD35030-TL3 1 2 1=40




1 2762067-0000 BACKUP,30,QUEST,G 12 3562025-0000 SUPPORT FRAME ASSY,30,QUEST 13 276202L-0000 SHAPER RAIL,L,QUEST CEN,G 14 276202R-0000 SHAPER RAIL,R,QUEST CEN,G 15 2762015-0000 ANCHOR,FRONT,QUEST,G 26 2762007-0000 TRIGGER STRAP,QUEST,G 27 3562027-0000 TRIGGER ASSY,30,QUEST 18 2762024-0000 NOSE TRANSITION,R,QUEST,G,PT 19 2762025-0000 NOSE TRANSITION,L,QUEST,G,PT 1

10 2762071-0000 NOSE,30,QUEST,G,PT 111 3562026-0000 DIAPHRAGM ASSY,30,QUEST 212 2762017-0000 SHAPER,BACKUP,QUEST,G 213 2762041-0000 REAR RAIL,QUEST DCM,G 214 2762043-0000 STRAP,PEEL,REAR,QUEST CEN 215 2762045-0000 STRAP,PEEL,BAY 2,QUEST CEN 216 2762046-0000 STRAP,PEEL, BAY 3,QUEST CEN 217 2762044-0000 FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G 218 2762047-0000 FLT ST 1/4X4X14,W/SLOTS,G 219 2762049-0000 PANEL,BAY 1,QUEST,G 220 2762048-0000 PANEL,BAYS,QUEST,DCM,G 621 2762050-0000 BRACE,PANEL,QUEST CEN,G 622 2706943-0300 SCREW,PN,#6-32X1 1/2,PHIL,S 1223 2708871-1000 WASHER,BAR,1/8X1 1/4X2,ROUNDED,G 824 2708291-0000 WASHER,FLAT,5/8 X 1 3/4, G 625 2708039-0300 WASHER,FLAT,#6X5/8X.030,S 2426 2708161-0000 WASHER,BAR,2X2X1/4,G 227 2708022-0100 WASHER,FLAT,3/8 ID X13/16 OD,P,HRD 4828 2704191-0000 NUT,HX,5/8,G,RAIL 7229 2704772-0300 NUT,HX,#6-32,S 2430 2704341-0000 NUT,HX,3/4",GR DH 1031 2704161-0000 NUT,HX,1,G 232 2704031-0000 NUT,HX,3/8,G 2433 2704351-0000 NUT,HX,5/8,G,GR DH 634 2701811-0000 BOLT,RAIL,5/8X1 1/4,G5,G 5435 2699341-0000 BOLT,RAIL,5/8X2,G 1836 2700011-0000 BOLT,HX,3/4X2,G5,G 437 2701014-0000 BOLT,HX,1X5,G8,G 238 2700541-0000 BOLT,HX,1X3 1/2,G5,G 239 2699081-0500 BOLT,HX,5/8X1 1/2,G5,G 640 2699251-0000 BOLT,HX,3/4X3 1/2,G5,G 441 2701221-0000 BOLT,HX,3/8X1,G2,G 2442 2700651-0000 BOLT,HX,3/4X4,G5,G,ALL THRD 243 2705121-0000 RIVET,ST,SD68BS,3/16X1/2,DH 144 2735711-0000 DECAL,CAUTION,ALL PRODUCTS 145 2735712-3500 DECAL,PRODUCT,QUEST 146 2750044-0000 INSTALL INSTRUCTIONS,QUEST 30/36" 147 2735831-3500 MATERIAL SAFETY INFORMATION NOTICE 1


1 20 20 20 2 9 3 5

10

78

1 20 13 20 20

2

19 9 10

7

5

®


TYPICAL


TYPICAL, AFTER PANELSHAVE BEEN INSTALLED.

DECALSSCALE 1 / 4


AS SHOWN.


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35030-TL3.idw

11/7/2006

12/1/2006

12/1/2006

TD35030-TL3 2 2 1=40




3

3731

3428

9342328

10

342328 34 23 28

8

34 28

34 28

7

37 315

4

42 30

4230

2

26

6

26

6 2

18

19

39 24 33

34 28

35 28

34 28

15

34 28

20

35 28

34 28

34 28

20

35 28

34 28

34 28

20

16

4

3

4030 40 30

14

1336 30

12

39243319

3428

35283428

20

3428

3528

342820

3428

3528

342820

3428

18

15

16

13 36 30 1

17

4030

41 27

21

3227

20

2225

29 29 25

454344

®

11

11

38

38





DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562028-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562028-0000 1 2


69.8 m [228']

16mm [#5]REBAR

2.36 m³ [3.09 yd³]


TABLE

AA

B

C


CONCRETE PAD

1=30

92 [3.63]


927 [36.50]

76 [3.00]

76[3

.00]

406

[16.

00]

1372

[54.

00]

305

[12.

00]

762

[30.

00]M

AX

(SEE

NO

TE5)

711

[28.

00]

610 [24.00] 610 [24.00]

203

[8.0

0]M

IN

152

[6.0

0]M

IN

(76 [3.00])51

[2.0

0]

102

[4.0

0]

152

[6.0

0]

76[3

.00]

500

[19.

69]

76 [3.00] TYP

®




DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562028-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562028-0000 2 2



(4) REBAR A

(2) REBAR B

(2) REBAR E

(18) REBAR D

(1) REBAR C

(4) REBAR H


457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

940 [37.00]

1238 [48.75]

5918 [233.00]

TYP

CONCRETE PAD

799

[31.

48]

1=25

D

H

H

D

E

E

B

D

F

G

A

C

G

F

®

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

TD35036-TL3CU.idw

11/29/2006

12/13/2006

12/13/2006

TD35036-TL3CU 1 1 1=40




KEY

BAY 1 PANEL

BAY 2-4 PANEL

DIAPHRAGM

5 BACKUP

7

6FRONT ANCHOR

BAY 1

NOSE

8

2

3

4

1 9 REAR RAIL

SHAPER RAIL

TRAFFIC

TRAFFIC



EH PROJECT


NO. OF UNITS

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN.3 CAUTION: THE QUEST SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD PER REFERENCE. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST TL-3 30/36 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 QUEST TL-3 30/36 SYSTEM TO THE OBJECT BEING SHIELDED.6. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.7. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 915 [36.00] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

SEE NOTE 7

SEE NOTE 7

SEE NOTE 2

®

100 km/h [62 MPH]



796

[31.

36]

102 [4.00] MIN

940

[37.

00]

(SY

STE

MW

IDTH

) 5 7 4 7 4 7 3 6

1

2

5 7 7 7

9 4 8 4 3

2

6 1


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

A. Cox

SPT

TD35036-TL3.idw

11/1/2006

11/27/2006

11/22/2006

TD35036-TL3 1 2 1=40




1 2762063-0000 BACKUP,36,QUEST,G 12 3562019-0000 SUPPORT FRAME ASSY,36,QUEST 13 276202L-0000 SHAPER RAIL,L,QUEST CEN,G 14 276202R-0000 SHAPER RAIL,R,QUEST CEN,G 15 2762015-0000 ANCHOR,FRONT,QUEST,G 26 2762007-0000 TRIGGER STRAP,QUEST,G 27 3562023-0000 TRIGGER ASSY,36,QUEST 18 2762024-0000 NOSE TRANSITION,R,QUEST,G,PT 19 2762025-0000 NOSE TRANSITION,L,QUEST,G,PT 1

10 2762062-0000 NOSE,36,QUEST,G,PT 111 3562022-0000 DIAPHRAGM ASSY,36,QUEST 212 2762017-0000 SHAPER,BACKUP,QUEST,G 213 2762041-0000 REAR RAIL,QUEST DCM,G 214 2762043-0000 STRAP,PEEL,REAR,QUEST CEN 215 2762045-0000 STRAP,PEEL,BAY 2,QUEST CEN 216 2762046-0000 STRAP,PEEL, BAY 3,QUEST CEN 217 2762044-0000 FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G 218 2762047-0000 FLT ST 1/4X4X14,W/SLOTS,G 219 2762049-0000 PANEL,BAY 1,QUEST,G 220 2762048-0000 PANEL,BAYS,QUEST,DCM,G 621 2762050-0000 BRACE,PANEL,QUEST CEN,G 622 2706943-0300 SCREW,PN,#6-32X1 1/2,PHIL,S 1223 2708871-1000 WASHER,BAR,1/8X1 1/4X2,ROUNDED,G 824 2708291-0000 WASHER,FLAT,5/8 X 1 3/4, G 625 2708039-0300 WASHER,FLAT,#6X5/8X.030,S 2426 2708161-0000 WASHER,BAR,2X2X1/4,G 227 2708022-0100 WASHER,FLAT,3/8 ID X13/16 OD,P,HRD 4828 2704191-0000 NUT,HX,5/8,G,RAIL 7229 2704772-0300 NUT,HX,#6-32,S 2430 2704341-0000 NUT,HX,3/4",GR DH 1031 2704161-0000 NUT,HX,1,G 232 2704031-0000 NUT,HX,3/8,G 2433 2704351-0000 NUT,HX,5/8,G,GR DH 634 2701811-0000 BOLT,RAIL,5/8X1 1/4,G5,G 5435 2699341-0000 BOLT,RAIL,5/8X2,G 1836 2700011-0000 BOLT,HX,3/4X2,G5,G 437 2701014-0000 BOLT,HX,1X5,G8,G 238 2700541-0000 BOLT,HX,1X3 1/2,G5,G 239 2699081-0500 BOLT,HX,5/8X1 1/2,G5,G 640 2699251-0000 BOLT,HX,3/4X3 1/2,G5,G 441 2701221-0000 BOLT,HX,3/8X1,G2,G 2442 2700651-0000 BOLT,HX,3/4X4,G5,G,ALL THRD 243 2705121-0000 RIVET,ST,SD68BS,3/16X1/2,DH 144 2735711-0000 DECAL,CAUTION,ALL PRODUCTS 145 2735712-3500 DECAL,PRODUCT,QUEST 146 2750044-0000 INSTALL INSTRUCTIONS,QUEST 30/36,TL-3 147 2735831-3500 MATERIAL SAFETY INFORMATION NOTICE 1


1 20 20 20 2 9 3 5

10

78

1 20 13 20 20

2

19 9 10

7

5

®


TYPICAL



DECALSSCALE 1 / 4


AS SHOWN.


DRAWN:

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CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

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TD35036-TL3.idw

11/1/2006

11/27/2006

11/22/2006

TD35036-TL3 2 2 1=40




3

3731

3428

9342328

10

342328 34 23 28

8

34 28

34 28

7

37 315

4

42 30

4230

2

26

6

26

6 2

18

19

39 24 33

34 28

35 28

34 28

15

34 28

20

35 28

34 28

34 28

20

35 28

34 28

34 28

20

16

4

3

4030 40 30

14

13

36 30

12

39243319

3428

35283428

20

3428

3528

342820

3428

3528

342820

3428

18

15

16

13 36 30 1

17

4030

41 27

21

3227

20

2225

29 29 25

454344

®





DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

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3562024-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562024-0000 1 2


80.0 m [262']

16mm [#5]REBAR

2.63 m³ [3.43 yd³]


TABLE

AA

B

C


CONCRETE PAD

1=30

92 [3.63]


927 [36.50]

76 [3.00]

76[3

.00]

457

[18.

00]

1524

[60.

00]

305

[12.

00]

914

[36.

00]M

AX

(SE

EN

OTE

5)71

1[2

8.00

]

610 [24.00] 610 [24.00]

203

[8.0

0]M

IN

152

[6.0

0]M

IN

(76 [3.00])51

[2.0

0]

102

[4.0

0]

152

[6.0

0]

76[3

.00]

500

[19.

69]

76 [3.00] TYP

®




DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

SPT

3562024-0000.idw

11/30/2006

12/1/2006

12/1/2006

3562024-0000 2 2



(4) REBAR A

(2) REBAR B

(2) REBAR E

(18) REBAR D

(1) REBAR C

(4) REBAR H


457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

1090 [43.00]

1390 [54.75]

7747 [305.00]

TYP

CONCRETE PAD

799

[31.

48]

1=25

D

H

H

D

E

E

B

D

F

G

A

C

G

F

®

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

JME

JFL

TD35024-115CU.idw

1/22/2007

3/12/2007

3/7/2007

TD35024 -115CU 1 1 A

QUEST 115 SYSTEM (610)

ASSEMBLY NO. TD35024-115BAY 1 PANEL

BAY 2-5 PANEL

5 BACKUP

7

6FRONT ANCHOR

BAY 1

NOSE

8DIAPHRAGM

2

3

4

1 9 REAR RAIL

SHAPER RAIL

1=40

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN.3 CAUTION: THE QUEST 115 SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST 75/110/115 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 QUEST 115 SYSTEM TO THE OBJECT BEING SHIELDED.6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.7. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.8. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 610 [24"] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

SEE NOTE 8

SEE NOTE 8

SEE NOTE 2

®



10.34 m [33'-11"] (PAD LENGTH)

1.22

m[4

'-0"]63

5[2

5.00

in]

(SY

STE

MW

IDTH

)

102 [4.00 in] MIN

5 7 4 7 4 7 4 7 3 61

2

796

[31.

34in

]

5 7 7 7 7 6 12

344849

115 km/h [72 MPH] FOR 24" SYSTEMS

R E F E R E N C E S QUEST SYSTEM ASSEMBLY TD35024-115

SUPPORT FRAME BAY 1 3562025-0000DIAPHRAGM ASSY BAY 2-4 3562026-0000TRIGGER ASSY 3562027-0000CONCRETE PAD 3562031-0000ANCHOR ASSY 3562007-0000

EH PROJECT


NO. OF UNITS


KEY

TRAFFIC

TRAFFIC

ADD"FOR 24" SYS"TO TITLE BLOCK DESC. 3/11/08 A TB KRM PLK


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

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D. Kohfeld

JME

JFL

TD35024-115.idw

1/22/2007

3/13/2007

3/13/2007

TD35024 -115 1 2 A


ASSEMBLY NO. TD35024-115


1BACKUP,24,QUEST,G2762020-000011SUPPORT FRAME ASSY,QUEST,DCM3562013-000021SHAPER RAIL,L,QUEST 115,G276206L-000031SHAPER RAIL,R,QUEST 115,G276206R-000042ANCHOR,FRONT,QUEST,G2762015-000052TRIGGER STRAP,QUEST,G2762007-000061TRIGGER ASSY,QUEST DCM3562014-000071NOSE TRANSITION,R,QUEST,G,PT2762024-000081NOSE TRANSITION,L,QUEST,G,PT2762025-000091NOSE,QUEST,G,PT2762026-0000103DIAPHRAGM ASSY,QUEST CEN3562016-0000112SHAPER,BACKUP,QUEST,G2762017-0000122REAR RAIL,QUEST DCM,G2762041-0000132STRAP,PEEL,REAR,QUEST CEN2762043-0000142STRAP,PEEL,BAY 2,QUEST CEN2762045-0000154STRAP,PEEL, BAY 3,QUEST CEN2762046-0000162FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G2762044-0000172FLT ST 1/4X4X14,W/SLOTS,G2762047-0000182PANEL,BAY 1,QUEST,G2762049-0000198PANEL,BAYS,QUEST,DCM,G2762048-0000208BRACE,PANEL,QUEST CEN,G2762050-000021

16SCREW,PN,#6-32X1 1/2,PHIL,S2706943-0300228WASHER,BAR,1/8X1 1/4X2,ROUNDED,G2708871-1000236WASHER,FLAT,5/8 X 1 3/4, G2708291-000024

32WASHER,FLAT,#6X5/8X.030,S2708039-0300252WASHER,BAR,2X2X1/4,G2708161-000026

64WASHER,FLAT,3/8 ID X13/16 OD,P,HRD2708022-01002790NUT,HX,5/8,G,RAIL2704191-00002832NUT,HX,#6-32,S2704772-03002910NUT,HX,3/4",GR DH2704341-0000302NUT,HX,1,G2704161-000031

32NUT,HX,3/8,G 2704031-0000326NUT,HX,5/8,G,GR DH2704351-000033

66BOLT,RAIL,5/8X1 1/4,G2701811-00003424BOLT,RAIL,5/8X2,G2699341-0000354BOLT,HX,3/4X2,G5,G2700011-0000362BOLT,HX,1X5,G8,G2701014-0000372BOLT,HX,1X3 1/2,G5,G2700541-0000386BOLT,HX,5/8X1 1/2,G5,G2699081-0500394BOLT,HX,3/4X3 1/2,G5,G2699251-000040

32BOLT,HX,3/8X1,G2,G2701221-0000412BOLT,HX,3/4X4,G5,G,ALL THRD2700651-0000421DECAL,CAUTION,ALL PRODUCTS2735711-0000431DECAL,PRODUCT,QUEST2735712-3500441RIVET,ST,SD68BS,3/16X1/2,DH2705121-0000451INSTALL INSTRUCTIONS,QUEST 1152750039-0000461MATERIAL SAFETY INFORMATION NOTICE2735831-350047

57

109

2

19

1111

20 131

1 20 11 11 2 9 3

8

5

10

7

1=50

®

11

20 20 20

11

Revision Date Rev By Chk. App. 115 km/h [72 MPH] FOR 24" SYSTEMS

ADDED "115 km/h..." TO TITLE BLOCK DESC. 3/10/08 A TB KRM PLK




TYPICAL

DECALSSCALE 1 / 4

DRILL 5.0 mm HOLE INCENTER OF BACKUP.


DRAWN:

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CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

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D. Kohfeld

JME

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TD35024-115.idw

1/22/2007

3/13/2007

3/13/2007

TD35024 -115 2 2 A



1=30

®

342328

10

342328

34 23 28

834 28

34 28

9

3428

3731

537 31

4

42 30

3

4230

2

6

26

6

26

39243319

3428

3528

3428 342820

3528

3428

342820

3528

3428

342820

3528

3428 342820

39 24 33

19 34 28

35 28

34 2834 28

20

35 28

34 28

34 28

35 28

20

34 28

34 28

20

35 28

34 28

34 28

20

11

11

18

15

16

16

1815

16

16

11

4030

4030

14

12

13

30 40

36 30

38

17 113

29 29 25

2225

21

4127

32 27

20

4030

SEE DECALDETAIL

4543 44


ADDED "115 km/h..." TO TITLE BLOCK DESC. 3/10/08 A TB KRM PLK

115 km/h [72 MPH] FOR 24" SYSTEMS

SECTION A-A




DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

S. TRAGESER

B. ECKERT

3562031-0000.idw

2/28/2008

3/24/2008

3/24/2008

3562031-0000 1 2

QUEST 115 SYSTEM

A A

B

C

84.9 m [278' 7"]

16mm [#5]REBAR

2.45 m³ [3.20 yd³]


TABLE


CONCRETE PAD FOR 24" [610 mm] SYSTEMS

1=30

51[2

.00]

102

[4.0

0]

152

[6.0

0]

305

[12.

00]

610

[24.

00]M

AX

(SE

EN

OTE

4)

92 [3.63]

927 [36.50]

10.3 m [34 ft]


76 [3.00]

76[3

.00]

356

[14.

00]

1219

[48.

00]

203

[8.0

0]M

IN71

1[2

8.00

]

610 [24.00]

610 [24.00]

152

[6.0

0]M

IN

76[3

.00]

610 [24.00] TYP


76 [3.00]

76 [3.00]

500

[19.

69]

368 [14.50]

�


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

S. TRAGESER

B. ECKERT

3562031-0000.idw

2/28/2008

3/24/2008

3/24/2008

3562031-0000 2 2

QUEST 115 SYSTEM


(4) REBAR A

(2) REBAR B

(2) REBAR E

(21) REBAR D

(1) REBAR C

(4) REBAR H

457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

787 [31.00]

1086 [42.75]

9568 [376.69]

TYP

799

[31.

48]

1=20

G

F

E

DE

B

DF

G

A

C

H

H

D

Revision Date Rev By Chk. App.�

CONCRETE PAD FOR 24" [610 mm] SYSTEMS

PLAN

ELEVATIONLEFT SIDE


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

S. Trageser

R. Brougher

TD35030-115CU.idw

1/22/2007

3/5/2008

3/7/2008

TD35030-115CU 1 1



BAY 2-5 PANEL

5 BACKUP

7

6FRONT ANCHOR

BAY 1

NOSE

8DIAPHRAGM

2

3

4

1 9 REAR RAIL

SHAPER RAIL

1=40

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN.3 CAUTION: THE QUEST 115 SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST 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 QUEST 115 SYSTEM TO THE OBJECT BEING SHIELDED.6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.7. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.8. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 760 [30"] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

SEE NOTE 8

SEE NOTE 8

SEE NOTE 2

®



10.34 m [33'-11"] (PAD LENGTH)

1.37

m[4

'-6"]

787

[31.

00in

](S

YS

TEM

WID

TH)

102 [4.00 in] MIN

5 61

2

796

[31.

33in

]

5 6 12

89

115 km/h [72 MPH]

7 4 7 4 7 4 7 3

7 7 7 7

4 4 4 3



EH PROJECT


NO. OF UNITS


KEY

TRAFFIC

TRAFFIC


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

S. Trageser

R. Brougher

TD35030-115.idw

1/22/2007

3/5/2008

3/7/2008

TD35030-115 1 2




1BACKUP,30,QUEST,G2762067-000011SUPPORT FRAME ASSY,30,QUEST3562025-000021SHAPER RAIL,L,QUEST 115,G276206L-000031SHAPER RAIL,R,QUEST 115,G276206R-000042ANCHOR,FRONT,QUEST,G2762015-000052TRIGGER STRAP,QUEST,G2762007-000061TRIGGER ASSY,30,QUEST3562027-000071NOSE TRANSITION,R,QUEST,G,PT2762024-000081NOSE TRANSITION,L,QUEST,G,PT2762025-000091NOSE,30,QUEST,G,PT2762071-0000103DIAPHRAGM ASSY,30,QUEST3562026-0000112SHAPER,BACKUP,QUEST,G2762017-0000122REAR RAIL,QUEST DCM,G2762041-0000132STRAP,PEEL,REAR,QUEST CEN2762043-0000142STRAP,PEEL,BAY 2,QUEST CEN2762045-0000154STRAP,PEEL, BAY 3,QUEST CEN2762046-0000162FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G2762044-0000172FLT ST 1/4X4X14,W/SLOTS,G2762047-0000182PANEL,BAY 1,QUEST,G2762049-0000198PANEL,BAYS,QUEST,DCM,G2762048-0000208BRACE,PANEL,QUEST CEN,G2762050-000021







57

10919131

1 9 3

8

5

10

7

1=50

®

11 11 11 219

20 20 20

2





TYPICAL

DECALSSCALE 1 / 5



DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

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FILE:

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D. Kohfeld

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TD35030-115.idw

1/22/2007

3/5/2008

3/7/2008

TD35030-115 2 2



1=30

®

343428

10

342328 9

3428

3731

3

4230

2

34 23 28

8

34 28

34 28

537 31

4

42 30

7 6

6

26

26

18

15

16

16

214127

32 27

20

392433 19

3428

3528

203428

35283428 20

3428

35283428

20

3428

3528

342820

3428

3428

39 24 33

19 34 28

35 28

34 28

34 28

2035 28

34 28

2034 28

35 28

34 28

2034 28

35 28

34 28

34 28

20

18

15

16

16

13 36 30 1

12

38

36 30

13

40 30

4030

14

4030

11

11

11

17 SEE DECALDETAIL

43 45 44

2225

29 29 25


SECTION A-A




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D. Kohfeld

3562037-0000.idw

8/27/2007

3562037-0000 1 2 A

QUEST 115 SYSTEM

A A

B

C

84.2 m [276' 3"]

16mm [#5]REBAR

2.75 m³ [3.59 yd³]


TABLE


CONCRETE PADFOR 30" [760mm] SYSTEMS

1=30

(76 [3.00])

51[2

.00]

102

[4.0

0]

152

[6.0

0]

305

[12.

00]

762

[30.

00]M

AX

(SE

EN

OTE

5)

92 [3.63]

927 [36.50]

10.3 m [34 ft]


76 [3.00]

76[3

.00]

406

[16.

00]

1372

[54.

00]

203

[8.0

0]M

IN71

1[2

8.00

]

610 [24.00]

610 [24.00]

152

[6.0

0]M

IN

76[3

.00]

610 [24.00] TYP

368 [14.50]

500

[19.

69]

76 [3.00]


CORRECTED TITLE BLOCK 4/23/08 A RJV STT RCB


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D. Kohfeld

3562037-0000.idw

8/27/2007

3562037-0000 2 2 A

QUEST 115 SYSTEM


(4) REBAR A

(2) REBAR B

(2) REBAR E

(21) REBAR D

(1) REBAR C

(4) REBAR H

457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

940 [37.00]

1238 [48.75]

9568 [376.69]

TYP

CONCRETE PADFOR 30" [760mm] SYSTEMS

799

[31.

48]

1=25

G

F

E

D

E

B

DF

G

A

C

H

H

D


SEE SHEET 1 4/23/08 A RJV STT RCB

PLAN

ELEVATIONLEFT SIDE


DRAWN:

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S. Trageser

R. Brougher

TD35036-115CU.idw

8/30/2007

3/7/2008

3/7/2008

TD35036-115CU 1 1



BAY 2-5 PANEL

5 BACKUP

7

6FRONT ANCHOR

BAY 1

NOSE

8DIAPHRAGM

2

3

4

1 9 REAR RAIL

SHAPER RAIL

1=40

NOTES:1. IN COMPLIANCE WITH THE AASHTO 2002 ROADSIDE DESIGN GUIDE, MANUFACTURER RECOMMENDS REMOVAL OF ALL CURBS AND ISLANDS TO ENSURE PROPER IMPACT PERFORMANCE.2. PROVISION SHALL BE MADE FOR REAR RAILS TO SLIDE REARWARD UPON IMPACT 1.82m [6' 0"] MIN.3 CAUTION: THE QUEST 115 SYSTEM MUST BE CORRECTLY ANCHORED FOR PROPER IMPACT PERFORMANCE. ATTACH SYSTEM USING ONE OF THE FOLLOWING: A. (QTY. 30) 178 [7.00] STUDS MAY BE USED TO ATTACH SYSTEM TO 28 MPa [4000 PSI] MIN P.C. CONCRETE PER THE FOLLOWING MINIMUMS.** 1) 152 [6.00] REINFORCED PAD. 2) 203 [8.00] NON-REINFORCED ROADWAY, MEASURING AT LEAST 3.66m [12' 0"] WIDE BY 15.24m [50' 0"] LONG. 3) 180 [7.00] REINFORCED DECK STRUCTURE. B. (QTY 38) 457 [18.00] THREADED RODS MAY BE USED TO INSTALL SYSTEM ON ASPHALT.** ** REFER TO THE REFERENCE DRAWINGS & INSTALLATION INSTRUCTIONS FOR FOUNDATION SPECIFICATIONS.4. SEE THE "QUEST 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 QUEST 115 SYSTEM TO THE OBJECT BEING SHIELDED.6. UNITS OF MEASUREMENT ARE MILLIMETERS [INCHES] UNLESS OTHERWISE NOTED.7. ANCHOR BOLTS NOT INCLUDED IN MODEL NUMBER. ORDER SEPARATELY.8. STEEL BACKUP AND CONCRETE PAD SPECIFICALLY DESIGNED TO NEST AROUND 915 [36"] WIDE HAZARDS, INSTALL ACCORDINGLY TO ENSURE PROPER IMPACT PERFORMANCE.

UNIDIRECTIONAL

SEE NOTE 8

SEE NOTE 8

SEE NOTE 2

®



10.34 m [33'-11"] (PAD LENGTH)

1.52

m[5

'-0"]

940

[37.

00in

](S

YS

TEM

WID

TH)

102 [4.00 in] MIN

5 61

2

796

[31.

33in

]

5 6 12

89

115 km/h [72 MPH]

3

3

7 4 7 4 7 4 7

4 4 4

7 7 7 7



EH PROJECT


NO. OF UNITS


KEY

TRAFFIC

TRAFFIC


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R. Brougher

TD35036-115.idw

8/30/2007

3/5/2008

3/7/2008

TD35036-115 1 2




1BACKUP,36,QUEST,G2762063-000011SUPPORT FRAME ASSY,36,QUEST3562019-000021SHAPER RAIL,L,QUEST 115,G276206L-000031SHAPER RAIL,R,QUEST 115,G276206R-000042ANCHOR,FRONT,QUEST,G2762015-000052TRIGGER STRAP,QUEST,G2762007-000061TRIGGER ASSY,36,QUEST3562023-000071NOSE TRANSITION,R,QUEST,G,PT2762024-000081NOSE TRANSITION,L,QUEST,G,PT2762025-000091NOSE,36,QUEST,G,PT2762062-0000103DIAPHRAGM ASSY,36,QUEST3562022-0000112SHAPER,BACKUP,QUEST,G2762017-0000122REAR RAIL,QUEST DCM,G2762041-0000132STRAP,PEEL,REAR,QUEST CEN2762043-0000142STRAP,PEEL,BAY 2,QUEST CEN2762045-0000154STRAP,PEEL, BAY 3,QUEST CEN2762046-0000162FLT ST, 1/4X2 13/16X10 7/16,W/HOLES,G2762044-0000172FLT ST 1/4X4X14,W/SLOTS,G2762047-0000182PANEL,BAY 1,QUEST,G2762049-0000198PANEL,BAYS,QUEST,DCM,G2762048-0000208BRACE,PANEL,QUEST CEN,G2762050-000021







57

10919131

1 9 3

8

5

10

7

1=50

®

219

2

20 20 20 20

11 11 11 20





TYPICAL

DECALSSCALE 1 / 5



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D. Kohfeld

S. Trageser

R. Brougher

TD35036-115.idw

8/30/2007

3/5/2008

3/7/2008

TD35036-115 2 2



1=30

®

343428

10

342328 9

3428

3731

3

4230

2

34 23 28

8

34 28

34 28

537 31

4

42 30

7 6

6

26

26

18

15

16

16

214127

32 27

392433 19

3428

3528

3428

35283428

3428

35283428

3428

3528

3428

3428

3428

39 24 33

19 34 28

35 28

34 28

34 28

35 28

34 28

34 28

35 28

34 28

34 28

35 28

34 28

34 28

18

15

16

16

13 36 30 1

12

38

36 30

13

40 30

4030

14

4030

17 SEE DECALDETAIL

43 45 44

2225

29 29 25

20

20

20

20

20

20

20

20

11

11

11


SECTION A-A




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D. Kohfeld

S. Trageser

R. Brougher

3562038-0000.idw

8/30/2007

3/5/2008

3/7/2008

3562038-0000 1 2


AA

B

C

87.4 m [286' 9"]

16mm [#5]REBAR

3.04 m³ [3.98 yd³]


TABLE


CONCRETE PAD

1=30

(76 [3.00])

51[2

.00]

102

[4.0

0]

152

[6.0

0]

305

[12.

00]

914

[36.

00]M

AX

(SE

EN

OTE

5)

92 [3.63]

927 [36.50]

10.3 m [34 ft]


76 [3.00]

76[3

.00]

457

[18.

00]

1524

[60.

00]

203

[8.0

0]M

IN71

1[2

8.00

]

610 [24.00]

610 [24.00]

152

[6.0

0]M

IN

76[3

.00]

610 [24.00] TYP

368 [14.50]

500

[19.

69]

76 [3.00]



DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

S. Trageser

R. Brougher

3562038-0000.idw

8/30/2007

3/5/2008

3/7/2008

3562038-0000 2 2



(4) REBAR A

(2) REBAR B

(2) REBAR E

(21) REBAR D

(1) REBAR C

(4) REBAR H

457 [18.00] 152 [6.00]

1064

[41.

88]

1521

[59.

88]

152 [6.00]

127 [5.00]

473 [18.63]

1092 [43.00]

1391 [54.75]

9568 [376.69]

TYP

CONCRETE PAD

799

[31.

48]

1=25

G

F

E

DE

B

DF

G

A

C

H

H

D


DETAIL ASCALE 1 / 20

TRANSITION BRACE (ITEM 1), PANEL (ITEM 4)& BACKUP CONNECTION DETAIL.


DRAWN:

DESIGNED:

CHECKED:

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DATE:

DATE:

DATE:

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FILE:

of

D. Kohfeld

D. Shipman

JME

D. Shipman

356209L-0000.idw

3/22/2005

3/14/2005

4/6/2005

4/6/2005

356209L-0000 1 1 A1=20

TRANSITION ASSY,9 OFFSET,L,QUEST

ASSEMBLY NO. 356209L-0000


1 2762032-0000 BRACE,EXTENSION,TRANS,QUEST 12 2762004-0000 BRACKET,TRANS SUPPORT,9,QUEST,G 33 2762005-0000 BRACKET,TRANS SUP,5,ANG,L,QUEST,G 14 2762006-0000 PANEL,EXTENSION,50,QUEST,G 15 276203L-0000 PANEL,TRANSITION,9,L,QUEST,G 16 3525130-0000 ANCHOR,MP-3,PT KIT,3/4X6 1/2 HOR 1

A


#3 DESC CHANGED 4/6/06 A DPH JME ACF

4

1

2

2

3

SEE DETAIL A

AASHTO FBB02BLOCKOUT BOLTS & NUTS

6

AASHTO FBB02SPLICE BOLTS & NUTS

475 mm [18.7 in]

472 mm [18.6 in]3 SPACES @ 78 mm [3.1 in] -304.8 mm [12.0 in]

AASHTOFWC16a

AASHTOFWRO3

AASHTOFBB01

1

2

1

4

QUESTBACKUPPANEL

5

DETAIL ATRANSITION BRACE (ITEM 1), PANEL (ITEM 4)

& BACKUP CONNECTION DETAIL


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Hayes Jr

D. Shipman

J. Espinoza

A. Franklin

356209R-0000.idw

4/5/2006

3/14/2005

4/12/2006

4/12/2006

356209R-0000 1 1 -1:20

TRANSITION ASSY,9 OFFSET,R,QUEST

ASSEMBLY NO. 352609R-0000


1 2762032-0000 BRACE,EXTENSION,TRANS,QUEST 12 2762004-0000 BRACKET,TRANS SUPPORT,9,QUEST,G 33 2762006-0000 PANEL,EXTENSION,50,QUEST,G 14 2762034-0000 BRACKET,TRANS SUP,5,ANG,R,QUEST,G 15 3525130-0000 ANCHOR,MP-3,PT KIT,3/4X6 1/2 HOR 16 276203R-0000 PANEL,TRANSITION,9,R,QUEST,G 1

A


78 mm [3.1 in] -304.8 mm [12.0 in]

475 mm [18.7 in]

3 SPACES @ 477 mm [18.8 in]

5

6

3

4

2

1

2SEE DETAIL A


AASHTO FBB02BLOCKOUT BOLTS & NUTS

AASHTOFWRO3

AASHTOFBB01

QUEST BACKUPPANEL

AASHTOFWC16a

2

1

3

DETAIL ASCALE 1 / 20

TRANSITION BRACE (ITEM 1), PANEL (ITEM 2)& BACKUP CONNECTION DETAIL.


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

D. Shipman

JME

D. Shipman

3562011-0000.idw

3/22/2005

3/14/2005

4/6/2005

4/6/2005

3562011-0000 1 1 1=20

TRANSITION ASSY,THRIE,QUEST

ASSEMBLY NO. 3562011-0000

1 2762032-0000 BRACE,EXTENSION,TRANS,QUEST 12 2762006-0000 PANEL,EXTENSION,50,QUEST,G 13 2762030-0000 BLOCKOUT,6,QUEST,G 34 2762027-0000 DEFLECTOR,WHEEL,L,QUEST,G 1


A

2

3

AASHTO PWE03TYPICAL

AASHTO PWB02TYPICAL

AASHTO FBB02BOLTS & NUTS


AASHTO PWB02

AASHTO THRIE BEAM


1 SEE DETAIL A

QUESTBACKUP

475 mm [16.7 in]4 SPACES @ 475 mm [16.7 in]4 SPACES @

850 mm [16.7 in]

AASHTOFWRO3

2

AASHTOFBB01

1

STANDARDGUARD RAIL

AASHTOFWC16a

4

QUESTBACKUPPANEL


DRAWN:

DESIGNED:

CHECKED:

NEXT ASSEMBLY:

DATE:

DATE:

DATE:

DATE:APPROVED:

FILE:

of

D. Kohfeld

D. Shipman

JME

D. SHipman

3562012-0000.idw

3/22/2005

3/14/2005

4/5/2005

3/29/2005

3562012-0000 1 1 1=20

TRANSITION ASSY,THRIE-ENDSHOE,QUEST

ASSEMBLY NO 3562012-0000

1 2762006-0000 PANEL,EXTENSION,50,QUEST,G 12 2752431-0000 END SHOE,THRIE BEAM 13 3525130-0000 ANCHOR,MP-3,PT KIT,3/4X6 1/2 HOR 1


2

1

3


AASHTO FBB01SPLICE BOLTS & NUTS QUEST

BACKUP

2002 mm [78.8 in]

Documents

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