THIS IS

A

NE

W

DR

AWIN

G

4�

"

4�"

9"

UNC Heavy Hex Nut

with hardened round washer and

1�" dia. 13" Long Threaded Rod

UNC heavy hex nut

hardened round washer, and

�" dia. UNC11" long threaded rod,

UNC heavy hex nut

hardened round washer, and

�" dia. UNC 7" long threaded rod,

UNC heavy hex nut

hardened round washer, and

�" dia. UNC 7" long threaded rod,

Standard Post Length 6’-

0"

Standard

MG

S

Heig

ht

Post Bolt Slot

MGS Post Spacing 6’-3"

MG

S-1.

1

See S

CD

MGS Post Spacing 6’-3"

(Typ. of 8)

Splice Slots

Backup Plate

6" W-Beam (12 guage)S3X5.7 Post

(Option 1)

Post SocketMGS Post and Blockout

For Standard

See MGS 2.1

MGS Post and Blockout

For Standard

See MGS 2.1

(Option 2)

Post Socket

Backup Plate

6" W-Beam (12 guage)

Backup Plate

6" W-Beam (12 guage)

Standard W-Beam

(OPTION 1)

POST SOCKET ATTACHED TO HEADWALL

(OPTION 2)

POST SOCKET ATTACHED TO HEADWALL

NOTES

Elevation

POST SOCKET ATTACHED TO HEADWALL

4�"

10"

13"

7"

13"

Item 606 - Guardrail, Type MGS With Socketed Posts

Socketed Post SpacingSocketed Post Spacing

3’ - 1�" 3’ - 1�"

with 1�"x1�"x�" Square Guardrail Washer

�" dia. UNC 1�" Long Hex Bolt and Nut

Reinforced Culvert Headwall

PAYMENT:

ANCHORS:

BACKUP PLATE:

GENERAL:

in feet as Item 606 - Guardrail, Type MGS With Socketed Posts.

PAYMENT: The Socketed Post Connections shall be paid in

nonmetallic grout according to CMS 705.20.

ANCHORS: Holes shall comply with CMS 510. Use non-shrink,

backup plate instead of a blockout.

BACKUP PLATE: The S3x5.7 Posts utilize a 6 inch wide W-Beam

options.

Contractor may choose either of the socketed attachment

Bolts are ASTM 307, and the S3x5.7 Posts are ASTM A992.

galvanized Steel. Plates and Gussets are ASTM A572 Grade 50,

GENERAL: See Sheet 2 for detailed components. All parts are

@ 12" c/c (Typ.)

#5 Bar Vertically Spaced

1’-6"

#6 Bar @ 12" c/c

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M. Ruppe

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MB

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MG

S-2.4

(La

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THIS IS

A

NE

W

DR

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G

2" 2"

3" 3"

16�

"

2"

8�

"

2�

"

4"

4"

�"

�" dia.

3"

3"

8"

10"

1�"

1�"

�"

�"

1�" 7"

1" 6"

�" dia.

�" dia.

2�"

2�

"

�"

SIDE VIEW

FRONT VIEW

TOP VIEWA

A

A

B

C

D

B

B

C

D

A. SQUARE TUBE

B. TOP MOUNTING PLATE

C. BOTTOM MOUNTING PLATE

D. TOP PLATE GUSSET

�"E70xx

�"E70xx

�"E70xx

E70xx�"

E70xx�"

A

C

D

D

3"

9�"

1�"2"

�"

3"

2"

�"

�"

�"

�"E70xx

A

8"

3"

1�" 1"

�" dia.

E70xx

�"E70xx

4" 2"

2"

�"E70xx

2" 2"

F. BOTTOM MOUNTING PLATE

E. TOP MOUNTING PLATE

G. MOUNTING PLATE GUSSET

E

F

G

A A

F

F

EG

F

SIDE VIEW

FRONT VIEW

TOP VIEW

ISOMETRIC VIEW

OPTION 1

ISOMETRIC VIEW

OPTION 1

44"

3"2�"

7�

"

�"

�"

dia.

�"

�" dia.

�"E70xx

SIDE VIEWFRONT VIEW

(OPTION 1)

POST SOCKET ATTACHED TO HEADWALL

(OPTION 2)

POST SOCKET ATTACHED TO HEADWALL

�"E70xx

(see detail X below)

TOP VIEW

S3x5.7 POST

H. POST STANDOFF

2�

"

1"�"

H

H

H

H

Detail X

S3x5.7 Top View

12�

"

32�

"

achieve proper weld depth

may be beveled to

(Bottom Mounting Plate

�"

E70xx

weld depth

to achieve proper

Plate may be beveled

(Bottom Mounting

�"

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S-2.4

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Standard Post Length 6’-

0"

Standard

MG

S

Heig

ht

Post Bolt Slot

MGS Post Spacing 6’-3"

MG

S-1.

1

See S

CD

MGS Post Spacing 6’-3"

(Typ. of 8)

Splice Slots

Backup Plate

6" W-Beam (12 guage)S3X5.7 Post

(Option 1)

Post Socket

(Option 2)

Post Socket

NOTES

Elevation

POST SOCKET ATTACHED TO HEADWALL

Item 606 - Guardrail, Type MGS With Socketed Posts

Socketed Post SpacingSocketed Post Spacing

3’ - 1�" 3’ - 1�"

Reinforced Culvert Headwall

9"

UNC heavy hex nut

hardened round washer, and

�" dia. UNC11" long threaded rod,

1’-3"

13"

(Typ.)

6"

(Typ. between posts)

3 Spaces @ 8�" ‘ �"

one end threaded

#6 90° Hook Bar with

(Typ.)

6"

| Post | Post

SECTION A-ASECTION B-B

Square Guardrail Washer

with 1�"x1�"x�"

Hex Bolt and Nut

�" dia. UNC 1�" Long

EN

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THIS

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EP

LA

CES

MG

S-2.4

DA

TE

D 1-

18-20134�

"

each pair of #6 180° Hook Bars

#5 Stirrup lapped with

2-#6 180° Hook Bars (Typ.)

#5 StirrupSpaced at 12" c/c (Typ.)

2 - #5 Bars Vertically

Head

wall

Culvert

1’-0" (Min.)

and UNC heavy hex nut

hardened round washer,

threaded rod,

�" dia. UNC 7" long

4�"

(Typ.)

Spaced at 12" c/c

#5 Bars Vertically

one end threaded

#6 180° Hook Bar with

MGS Post and Blockout

See MGS 2.1 For Standard

Blockout

MGS Post and

For Standard

See MGS 2.1

Backup Plate

(12 guage)

All headwall reinforcement shall be paid for with the headwall.

The #6 90° hook bars shall be paid for with the culvert.

in feet as Item 606 - Guardrail, Type MGS With Socketed Posts.

PAYMENT: The Socketed Post Connections shall be paid in

MECHANICAL SPLICES shall comply with CMS 509.

nonmetallic grout according to CMS 705.20.

ANCHORS: Holes shall comply with CMS 510. Use non-shrink,

backup plate instead of a blockout.

BACKUP PLATE: The S3x5.7 Posts utilize a 6" or 12" wide W-Beam

and the S3x5.7 Posts are ASTM A992.

Plates and Gussets are ASTM A572 Grade 50, Bolts are ASTM 307,

guardrail components. All guardrail parts are galvanized steel.

GENERAL: See Sheet 2 for rebar bending diagrams and for detailed

plans to coordinate with the rebar sapcing in the Headwall.

DESIGNER NOTE: Post/Socket location should be detailed in the

PAYMENT:

MECHANICAL SPLICES

ANCHORS:

BACKUP PLATE:

GENERAL:

DESIGNER NOTE

B

B

A

A

2" 2"

3" 3"

16�

"

2"

8�

"

2�

"

4"

4"

�"

�" dia.

3"

3"

8"

10"

1�"

1�"

�"

�"

1�" 7"

1" 6"

�" dia.

�" dia.

2�"

2�

"

�"

SIDE VIEW

FRONT VIEW

TOP VIEW

A

A

A

B

C

D

B

B

C

D

A. SQUARE TUBE

B. TOP MOUNTING PLATE

C. BOTTOM MOUNTING PLATE

D. TOP PLATE GUSSET

�"E70xx

�"E70xx

�"E70xx

E70xx�"

E70xx�"

A

C

D

D

44"

3"2�"

7�

"

�"

�"

dia.

�"

�" dia.

�"E70xx

SIDE VIEWFRONT VIEW

�"E70xx

(see detail X above)

TOP VIEW

S3x5.7 POST

H. POST STANDOFF

2�

"

1"�"

H

H

H

H

Detail X

S3x5.7 Top View

12�

"

32�

"

E70xx

weld depth

to achieve proper

Plate may be beveled

(Bottom Mounting

�"

THIS

DR

AWIN

G R

EP

LA

CES

MG

S-2.4

DA

TE

D 1-

18-2013

POST SOCKET ATTACHED TO HEADWALL

R = 2�"

R = 2�"

one end threaded

#6 180° Hook Bar with

#5 Stirrup

one end threaded

#6 90° Hook Bar with

6"

Head

wall - 1"

Engage

ment

1 1#

16"

Thread

11"

1’-2"

Splicer

Forged Threaded

9"

7"

ISOMETRIC VIEW

BENDING DIAGRAMS

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Standard Post Length 6’-

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Standard

MG

S

Heig

ht

Post Bolt Slot

MGS Post Spacing 6’-3"

MG

S-1.

1

See S

CD

MGS Post Spacing 6’-3"

(Typ. of 8)

Splice Slots

Backup Plate

6" W-Beam (12 guage)S3X5.7 Post

NOTES

Elevation

POST SOCKET ATTACHED TO HEADWALL

Item 606 - Guardrail, Type MGS With Socketed Posts

Socketed Post SpacingSocketed Post Spacing

3’ - 1�" 3’ - 1�"

Reinforced Culvert Headwall

9"

UNC heavy hex nut

hardened round washer, and

�" dia. UNC11" long threaded rod,

1’-3"

13"

(Typ.)

6"

(Typ. between posts)

3 Spaces @ 8�" ‘ �"

one end threaded

#6 90° Hook Bar with

(Typ.)

6"

| Post | Post

SECTION A-ASECTION B-B

Square Guardrail Washer

with 1�"x1�"x�"

Hex Bolt and Nut

�" dia. UNC 1�" Long

EN

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M. Ruppe

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THIS

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LA

CES

MG

S-2.4

DA

TE

D 7-19-2013

4�

"

each pair of #6 180° Hook Bars

#5 Stirrup lapped with

2-#6 180° Hook Bars (Typ.)

#5 StirrupSpaced at 12" c/c (Typ.)

2 - #5 Bars Vertically

Head

wall

Culvert

1’-3" (Min.)

and UNC heavy hex nut

hardened round washer,

threaded rod,

�" dia. UNC 7" long

4�"

(Typ.)

Spaced at 12" c/c

#5 Bars Vertically

one end threaded

#6 180° Hook Bar with

MGS Post and Blockout

See MGS 2.1 For Standard

Blockout

MGS Post and

For Standard

See MGS 2.1

Backup Plate

(12 guage)

All headwall reinforcement shall be paid for with the headwall.

The #6 90° hook bars shall be paid for with the culvert.

in feet as Item 606 - Guardrail, Type MGS With Socketed Posts.

PAYMENT: The Socketed Post Connections shall be paid in

MECHANICAL SPLICES shall comply with CMS 509.

nonmetallic grout according to CMS 705.20.

ANCHORS: Holes shall comply with CMS 510. Use non-shrink,

backup plate instead of a blockout.

BACKUP PLATE: The S3x5.7 Posts utilize a 6" or 12" wide W-Beam

and the S3x5.7 Posts are ASTM A992.

Plates and Gussets are ASTM A572 Grade 50, Bolts are ASTM 307,

guardrail components. All guardrail parts are galvanized steel.

GENERAL: See Sheet 2 for rebar bending diagrams and for detailed

plans to coordinate with the rebar spacing in the Headwall.

DESIGNER NOTE: Post/Socket location should be detailed in the

PAYMENT:

MECHANICAL SPLICES

ANCHORS:

BACKUP PLATE:

GENERAL:

DESIGNER NOTE

B

B

(Typ.)

Post Socket

A

A

2" 2"

3" 3"

16�

"

2"

8�

"

2�

"

4"

4"

�"

�" dia.

3"

3"

8"

10"

1�"

1�"

�"

�"

1�" 7"

1" 6"

�" dia.

�" dia.

2�"

2�

"

�"

SIDE VIEW

FRONT VIEW

TOP VIEW

A

A

A

B

C

D

B

B

C

D

A. SQUARE TUBE

B. TOP MOUNTING PLATE

C. BOTTOM MOUNTING PLATE

D. TOP PLATE GUSSET

�"E70xx

�"E70xx

�"E70xx

E70xx�"

E70xx�"

A

C

D

D

44"

3"2�"

7�

"

�"

�"

dia.

�"

�" dia.

�"E70xx

SIDE VIEWFRONT VIEW

�"E70xx

(see detail X above)

TOP VIEW

S3x5.7 POST

H. POST STANDOFF

2�

"

1"�"

H

H

H

H

Detail X

S3x5.7 Top View

12�

"

32�

"

E70xx

weld depth

to achieve proper

Plate may be beveled

(Bottom Mounting

�"

THIS

DR

AWIN

G R

EP

LA

CES

MG

S-2.4

DA

TE

D 7-19-2013

POST SOCKET ATTACHED TO HEADWALL

R = 2�"

R = 2�"

one end threaded

#6 180° Hook Bar with

#5 Stirrup

one end threaded

#6 90° Hook Bar with

6"

Head

wall - 1"

Engage

ment

1 1#

16"

Thread

11"

1’-2"

Splicer

Forged Threaded

9"

7"

ISOMETRIC VIEW

BENDING DIAGRAMS

EN

GIN

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RIN

G

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AD

WA

Y

OF

FIC

E

OF

ST

AT

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OF

OHIO

DEP

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01-

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ST

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Standard Post Length 6'-

0"

Post Bolt Slot

MGS Post Spacing 6'-3"

MG

S-1.

1

See S

CD

MGS Post Spacing 6'-3"

(Typ. of 8)

Splice Slots

Backup Plate

6" W-Beam (12 guage)S3X5.7 Post

NOTES

Elevation

POST SOCKET ATTACHED TO HEADWALL

Item 606 - Guardrail, Type MGS With Socketed Posts

Socketed Post SpacingSocketed Post Spacing

3' - 1•" 3' - 1•"

Reinforced Culvert Headwall

9"

UNC heavy hex nut

hardened round washer, and

ƒ" dia. UNC11" long threaded rod,

1'-3"

13"

(Typ.)

6"

(Typ. between posts)

3 Spaces @ 8•" ` •"

one end threaded

#6 90° Hook Bar with

(Typ.)

6"

| Post | Post

SECTION A-ASECTION B-B

Square Guardrail Washer

with 1ƒ"x1ƒ"x„"

Hex Bolt and Nut

Š" dia. UNC 1‚" Long

THIS

DR

AWIN

G R

EP

LA

CES

MG

S-2.4

DA

TE

D 7-18-2014

4•

"

each pair of #6 180° Hook Bars

#5 Stirrup lapped with

2-#6 180° Hook Bars (Typ.)

#5 StirrupSpaced at 12" c/c (Typ.)

2 - #5 Bars Vertically

Head

wall

Culvert

1'-3" (Min.)

and UNC heavy hex nut

hardened round washer,

threaded rod,

•" dia. UNC 7" long

4•"

(Typ.)

Spaced at 12" c/c

#5 Bars Vertically

one end threaded

#6 180° Hook Bar with

MGS Post and Blockout

See MGS 2.1 For Standard

Blockout

MGS Post and

For Standard

See MGS 2.1

Backup Plate

(12 guage)

All headwall reinforcement shall be paid for with the headwall.

The #6 90° hook bars shall be paid for with the culvert.

in feet as Item 606 - Guardrail, Type MGS With Socketed Posts.

PAYMENT: The Socketed Post Connections shall be paid in

MECHANICAL SPLICES shall comply with CMS 509.

nonmetallic grout according to CMS 705.20.

ANCHORS: Holes shall comply with CMS 510. Use non-shrink,

backup plate instead of a blockout.

BACKUP PLATE: The S3x5.7 Posts utilize a 6" or 12" wide W-Beam

and the S3x5.7 Posts are ASTM A992.

Plates and Gussets are ASTM A572 Grade 50, Bolts are ASTM 307,

guardrail components. All guardrail parts are galvanized steel.

GENERAL: See Sheet 2 for rebar bending diagrams and for detailed

plans to coordinate with the rebar spacing in the Headwall.

DESIGNER NOTE: Post/Socket location should be detailed in the

PAYMENT:

MECHANICAL SPLICES

ANCHORS:

BACKUP PLATE:

GENERAL:

DESIGNER NOTE

B

B

(Typ.)

Post Socket

A

A

DH Hex Nut

with a 5/8" Dia. A563

5" Long A325 Hex Bolt

5/8" dia. UNC

Standard

MG

S

Heig

ht

EN

GIN

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RIN

G

RO

AD

WA

Y

OF

FIC

E

OF

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

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N

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2 2

MID

WE

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AIL

SY

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SO

CK

ET

ED

WE

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PO

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TA

CH

ED

TO

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AD

WA

LL

01-

15-2016

ST

AN

DA

RD R

OA

DW

AY C

ON

ST

RU

CTIO

N

DR

AWIN

G

EN

GIN

EE

R

ST

DS.

AD

MINIS

TR

AT

OR

D. Fis

her

SC

D

NU

MB

ER

MG

S-2.4

(R

ail C

om

po

ne

nts

&

Re

bar

Be

ndin

g

Dia

gra

ms)

2" 2"

3" 3"

16•

"

2"

8•

"

2•

"

4"

4"

…"

ƒ" dia.

3"

3"

8"

10"

1•"

1•"

•"

•"

1•" 7"

1" 6"

†" dia.

‡" dia.

2†"

2†

"

‚"

SIDE VIEW

FRONT VIEW

TOP VIEW

A

A

A

B

C

D

B

B

C

D

A. SQUARE TUBE

B. TOP MOUNTING PLATE

C. BOTTOM MOUNTING PLATE

D. TOP PLATE GUSSET

…"E70xx

…"E70xx

…"E70xx

E70xx‚"

E70xx‚"

A

C

D

D

44"

3"2Š"

7‰

"

Œ"

Œ"

dia.

…"

ƒ" dia.

‰"E70xx

SIDE VIEWFRONT VIEW

‰"E70xx

(see detail X above)

TOP VIEW

S3x5.7 POST

H. POST STANDOFF

2ƒ

"

1"‚"

H

H

H

H

Detail X

S3x5.7 Top View

12•

"

32•

"

E70xx

weld depth

to achieve proper

Plate may be beveled

(Bottom Mounting

…"

THIS

DR

AWIN

G R

EP

LA

CES

MG

S-2.4

DA

TE

D 7-18-2014

POST SOCKET ATTACHED TO HEADWALL

R = 2‚"

R = 2‚"

one end threaded

#6 180° Hook Bar with

#5 Stirrup

one end threaded

#6 90° Hook Bar with

6"

Head

wall - 1"

Engage

ment

1 1#

16"

Thread

11"

1'-2"

Splicer

Forged Threaded

9"

7"

ISOMETRIC VIEW

BENDING DIAGRAMS