StandardDivisionBridge

of this standard to other for

mats or for in

correct results or da

mages resultin

g fro

m its use.

kin

d is

made by Tx

DO

T for any purpose

whatsoever. Tx

DO

T assu

mes no responsibilit

y for the conversio

n

The use of this standard is governed by the "T

exas E

ngin

eerin

g Practic

e

Act".

No

warranty of any

DIS

CL

AI

ME

R:

FILE:

DA

TE:

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT AES JTR AES

HIGHWAY

SHEET NO.

C TxDOT

CONT

rlstd037.dgn

July 2014

TRAFFIC RAIL

SHEET 1 OF 2

ROADWAY ELEVATION OF RAIL

Wingwall

of Abut

Limitsor Controlled Joint

Construction Joint

(Typ)

"85

9" Min

(Typ) (Typ)

"85

9" Min

(Typ) (Typ)

"85

"213'-1

C

(Typ)

L Rail Post

2'-

1"

(Typ)3

L W-BeamC

25'-0" Nominal Rail Section ~ one 25'-0" W-Beam or two 12'-6" W-Beams (Typ)

"213'-1

(Typ)

C

Variable

(Typ)

"213'-1

(Typ)

"213'-1

(Typ)

C

9" Min

(Typ) (Typ)

"85

(Typ)

Wingwall

of Abut

Limits

2

(Typ & Max)

C2

(Typ & Max)

CL W-Beam Splice

2

(Typ & Max)

CL Rail Post

Variable

"85

(Typ)

6'-3"

(Typ)

L W-Beam Splice

L First Guardrail Post L First Guardrail Post

1

2

3

5

"211

1'-0"

"212

" -211

+

Nominal Face of Rail

"2

1

Backer Plate

"8

5

7"

"2

16

"2

11'-

6

6"

2'-

1"

2'-

7"

Projectio

n

" B

olt

43

1

C

Sla

b

7"

Min

4

C

C

W-Beam

RAIL DETAILS ON BRIDGE SLAB

"85

C

C

5

5

W-Beam

C

RAIL SECTION TRAFFIC SIDE RAIL VIEW

3

3

3

(FNX14a).

ASTM-A563 or

one Hex Nut

(FBX14a) with

ASTM-A307 or

Hex Head Bolt

"41" Dia x 1 2

1L

Hex Nut ASTM-A563.

under each Heavy

Lock Washer placed

Washer and one Regular

with one Hardened

ASTM-A325 or A449

Head Anchor Bolts

" Dia Heavy Hex85for

" Dia formed holes87L

4" "414

1'-

3"

6"

"211

1'-0"

"212

" -211

+

Nominal Face of Rail

"2

1

Backer Plate

"8

5

7"

"2

16

"2

11'-

6

6"

2'-

1"

2'-

7"

Projectio

n

" B

olt

43

1

C

W-Beam

5

3

3

3

4" "414

1'-

3"

"433

" Min

41

7

Hex Nut ASTM-A563.

under each Heavy

Lock Washer placed

and one Regular

Hardened Washer

or A449 with one

Bolts ASTM-A325

Hex Head Anchor

" Dia Heavy85L

ABUTMENT WINGWALL

RAIL SECTION ON

(FBX14a) with one Hex Nut ASTM-A563 or (FNX14a).

" Hex Head Bolt ASTM-A307 or41" Dia x 1 2

1L

Washer placed under two Hex Nuts ASTM-A563 or (FNX08a).

with one Regular Washer or (FWC08a) and one Regular Lock

" Hex Head Bolt ASTM-A307 or (FBX08a)21" Dia x 2 16

5L

4

C

ASTM-A563.

each Heavy Hex Nut

Lock Washer placed under

Washer and one Regular

A449 with one Hardened

Anchor Bolts ASTM-A325 or

" Dia Heavy Hex Head85

" Dia formed holes for87L

or (FNX08a).

two Hex Nuts ASTM-A563

Lock Washer placed under

(FWC08a) and one Regular

with one Regular Washer or

Bolt ASTM-A307 or (FBX08a)

" Hex Head21" Dia x 2 16

5L

to speeds of 45 mph or less.

The use of this railing is restricted

6'-3" 6'-3" 6'-3"

Em

bed

Bolt

AT ABUTMENTS AT ABUTMENTS

Backer PL

Post

Washer PL Base PL

Washer PL

Base PL

L Post

Backer PL

Backer PL

Post

Base PL

TYPE T631LS

SLAB EXP JOINTS

AT BENTS WITHOUT

SLAB EXP JOINTS

AT BENTS WITH

satisfy this requirement.

of a guardrail end treatment may

off the bridge. CRT post as part

posts with blockouts immediately

Install a minimum of 2 CRT

satisfy this requirement.

of a guardrail end treatment may

off the bridge. CRT post as part

posts with blockouts immediately

Install a minimum of 2 CRT

1

ASTM-A36. Square Guardrail Washer (FWR01).

Dia Hole centered in PL,83 with 4

3 x 143 x 1 8

1PL

secure with the second hex nut.

Then tighten hex nut one revolution with wrench and

Plate (Backer Plate should be snug against the post).

bottom edges of the W-Beam engage the Backer

Tighten the first hex nut by hand until the top and

Increase 2" for structures with overlay.

structure is not necessary.

Symmetry of post spacing on both sides and along the

for use with nominal 25'-0" or 12'-6" W-Beam sections.

Maintain 6'-3" Rail Post spacing wherever possible

9" Min, 5'-9" Max

4

1

Nominal end of Bridge Rail for payment Nominal end of Bridge Rail for paymentlength of need

Nominal begin MBGF

Nominal begin MBGF length of need

StandardDivisionBridge

of this standard to other for

mats or for in

correct results or da

mages resultin

g fro

m its use.

kin

d is

made by Tx

DO

T for any purpose

whatsoever. Tx

DO

T assu

mes no responsibilit

y for the conversio

n

The use of this standard is governed by the "T

exas E

ngin

eerin

g Practic

e

Act".

No

warranty of any

DIS

CL

AI

ME

R:

FILE:

DA

TE:

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT AES JTR AES

HIGHWAY

SHEET NO.

C TxDOT

CONT

rlstd037.dgn

July 2014

TRAFFIC RAIL

SHEET 2 OF 2

"2

16

21 2

1

"85

ELEVATION

Holes

" Dia85L C

"2

16

BACKER PLATE

8"

4" 4"

1"1" 6"

3"

"2

12

"2

12

8"

"2

12

"4

14

"4

11

Slotted Holes

" x 1"43L

C

C

Side

Traffic

ASTM-A992

L S3 x 5.7 41

8"

1"1" 6"

"4

14

"4

11

C

"4

11

"4

36

WASHER PLATE DETAIL

ASTM-A36

x 843 x 6 4

1PL

Holes

" Dia1611L

7"

"2

16

2'-

8"

3

"2

11'-

6

3

"8

5

"85

SECTION A-A

ASTM-A992

S3 x 5.7

only.

front flange

" Dia Hole83

only.

front flange

" Dia Hole169

" -

41

12

+21

21

2"

CL W-Beam Splice"2

13'-1

(Typ)

"213'-1

(Typ)

"213'-1

(Typ)" (Typ)4

14

(Typ)

CL W-Beam Splice

25'-0" or 12'-6"

Holes (Typ)

" Slotted21" x 2 4

3

8 Splice Holes (Typ)W-BEAM ELEVATION

Traffic Direction

W-BEAM SPLICE ELEVATION

"2112

2" 2"

"414

CL W-Beam Splice

Nut ASTM-A563 or (FBB01).

or with a double recessed Hex

Head Splice Bolts ASTM-A307

" Button41" Dia x 1 8

58 ~

3 Increase 2" for structures with overlay.

1"

1"

1'-

3"

"432

(Typ)

(Typ)

30°

" R21

" -

85

2

+

PLAN

POST ELEVATION

(11 Gage acceptable)

A1011 SS Gr 33

ASTM-A1011 CS or

x 8 x 1'-3"81Backer PL

GENERAL NOTES:

MATERIAL NOTES:

CONSTRUCTION NOTES:

ASTM-A529 Gr 55 or A572 Gr 50.

x 8 x 885Base PL

or A572 Gr 50.

ASTM-A529 Gr 55

x 8 x 885Base PL

TYPE T631LS

A

A

Average weight of railing with no overlay: 13 plf total.

with a new post and base plate unit.

are not permitted. Replace all impact-damaged posts

Repairs to impact-damaged post and base plate unit

walls, or on grade separations and interchanges.

joints providing more than 5" movement, on retaining

project above finished grade, on bridges with expansion

may not be installed on top of or behind curbs that

as it contains and redirects the errant vehicle. This rail

This rail is designed to deflect approximately 2' to 2'-6"

railing can be used for speeds of 45 mph and less.

full-scale crash test to meet MASH TL-2 criteria. This

This railing has been successfully evaluated by

furnished for quick reference.

Standardized Highway Barrier Hardware have been

Some part numbers from the "Task Force 13" Guide to

".213'-1

(Nominal) lengths. W-Beam must have slotted holes at

Contractor may furnish rail elements of 25'-0", or 12'-6"

Beam Guard Fence" except as modified in the plans. The

W-beam must meet the requirements of Item 540, "Metal

conform to A563 requirements.

lock washer placed under each heavy hex nut. Nuts must

or A449 bolts with one hardened washer and one regular

" Dia ASTM-A32585 Anchor bolts for base plate must be

Galvanize all steel components.

Shop drawings are not required for this rail.

" by grinding.161plate to approximately

Round or chamfer exposed edges of rail post and backer

drawings to the Engineer for approval.

and W-beam splices. Fabricator must submit erection

It is recommended to show a Rail Layout with rail posts

with this rail.

of rail. A metal beam guard fence transition is not used

Fully anchored guardrail must be attached to each end

" exist.161base plates if gaps larger than

adjacent roadway grade. Use epoxy mortar under post

approved by the Engineer. Post must be perpendicular to

Face of rail post must be plumb unless otherwise