ELEVATION

1’-8"1’-8"

20’-0"

Pay limits for concrete railing, PF-1

Pay limits for steel railing, PF-1

1’-6"

2’-0"

1’-6"

6’-8"4’-3 1/2" 4’-3 1/2"

End of bridge

Top of deck Top of deck

End of bridge

Rail post (typ.)

Rail splice point Rail splice point

rail

TS 4 x 3 x 1/4

post spacing (typ.)

6’-8" maximum

TYPICAL SECTION

8"

8"

3"

10"

2’-0"

1’-6"

PF-1

concrete railin

g Pay limits for

3’-6"

1/8 x 4 1/2 x 4 1/2

1 1/2" cl. (typ.)

1"

2"

2"

PF-1

ste

el railin

gPay limits for

1’-4"

4707E @ 8"

4703E @ 8"

3/4" base plate

8 - #4E

bolt in 7/8" Ø hole

3/4" Ø x 8" round-head

5/8" Ø x 1’-1" bolt embedded

10" in concrete railing, nut, and

one hardened steel washer

(typ.)

TS 4 x 3 x 1/4

TS 4 x 4 x 3/16 x 1’-5 1/4"

1/16 1All sides

4:1 cut

RAIL END DETAIL

Plan view of TS 4 x 3 x 1/4

1’-0" 8" 6" 6" 6"

4’-3 1/2"

1’-1 1/2"

End of bridge

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-01

RAILING, PF-1

SEPTEMBER 2012

3

3

3

1

(typ.)

FOOT OF RAILING

QUANTITIES FOR ONE RUNNING

1.66 CFTConcrete, class C

17.0 LBSReinforcing bars

5

52

2

5

44

4

for details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 6

slotted as required for expansion.

3/4" Ø x 11 1/2" round-head bolt in 7/8" Ø hole. Hole shall be 5

E 706-TTPP-01 and -02 for details.

Concrete bridge railing transition, TPF-1. See Standard Drawings 4

reinforcing-bar bends.

See Standard Drawing E 706-BRPP-06 for base plate detail and 3

splice details.

See Standard Drawing E 706-BRPP-05 for rail tube details and rail 2

See Standard Drawing E 706-BRPP-06 for General Notes .1.

NOTES

in this area

plan view and dimensions

See Rail End Detail for

in this area

plan view and dimensions

See Rail End Detail for

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

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RE

RGEISTER

DE

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HA

RD L. VanCLE

AVE

9750

6

ELEVATION

1’-8"1’-8"

20’-0"

1’-6" 6’-8"4’-3 1/2" 4’-3 1/2"

1’-6"

Pay limits for steel railing, PF-2

Pay limits for concrete railing, PF-22’-0"

End of bridge

Top of deck Top of deck

End of bridge

Rail post (typ.)

Rail splice point Rail splice point

TS 4 x 3 x 1/4 rail

post spacing (typ.)

6’-8" maximum

TYPICAL SECTION

4704E @ 8"

4702E @ 8"

1/8 x 4 1/2 x 4 1/2

1’-11 1/4"

TS 4 x 4 x 3/16 x

6 1/2

"6 1/2

"3"

10"

1’-0"

10"

P

F-2

concrete railin

g Pay limits for

P

F-2

ste

el railin

gPay limits for

3’-6"

1" cl.

2’-0"

1’-6"

3/4" base plate

6 - #4E

4708E @ 8"

bolts in 7/8" Ø holes

3/4" Ø x 8" round-head

washer (typ.)

and one hardened steel

concrete railing, nut,

embedded 10" in

5/8" Ø x 1’-1" bolt

TS 4 x 3 x 1/4 (typ.)

2"

1 1/2" cl. (typ.)

2"

1/16 1All sides

4:1 cut

1’-0" 8" 6" 6" 6"

4’-3 1/2"

1’-1 1/2"

End of bridge

RAIL END DETAIL

Plan view of TS 4 x 3 x 1/4

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-02

RAILING, PF-2

SEPTEMBER 2012

3 3

3

1

(typ.)

FOOT OF RAILING

QUANTITIES FOR ONE RUNNING

1.25 CFTConcrete, class C

14.1 LBSReinforcing bars

2

5 2

4 4

5

3

5

4

for details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 6

slotted as required for expansion.

3/4" Ø x 11 1/2" round-head bolt in 7/8" Ø hole. Hole shall be 5

E 706-TTPP-03 and -04 for details.

Concrete bridge railing transition, TPF-2. See Standard Drawings 4

reinforcing-bar bends.

See Standard Drawing E 706-BRPP-06 for base plate detail and 3

splice details.

See Standard Drawing E 706-BRPP-05 for rail tube details and rail 2

See Standard Drawing E 706-BRPP-06 for General Notes .1.

NOTES

in this area

plan view and dimensions

See Rail End Detail for

in this area

plan view and dimensions

See Rail End Detail for

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

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G

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RE

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DE

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HA

RD L. VanCLE

AVE

9750

6

ELEVATION

1’-8"1’-8"

20’-0"

1’-6"

2’-0"

6’-8"4’-3 1/2" 4’-3 1/2"

Pay limits for steel railing, PS-1

Pay limits for concrete railing, PS-11’-6"

End of bridge End of bridge

Rail post (typ.)

Top of sidewalk

Top of deck Top of deck

Top of sidewalkRail splice point Rail splice point

TS 2 x 2 x 1/4 rail

rail

TS 4 x 3 x 1/4

post spacing (typ.)

6’-8" maximum

TYPICAL SECTION

2% slope

Concrete sidewalk

Bridge slab

1/8 x 4 1/2 x 4 1/2

TS 2 x 2 x 1/4

8"

8"

3"

10"

2"

2’-0"

PS-1

ste

el railin

gPay limits for

PS-1

concrete railin

g Pay limits for

3’-6"

7 1/2

"8 1/2

"

1’-6"

1" cl.

8"

2"

4705E @ 8"

4703E @ 8"

3/4" base plate

10 - #4E

bolt in 7/8" Ø hole

3/4" Ø x 8" round-head

hardened steel washer (typ.)

in concrete railing, nut, and one

5/8" Ø x 1’-1" bolt embedded 10"

in 3/4" Ø hole

5/8" Ø x 7" round-head bolt

TS 4 x 3 x 1/4

TS 4 x 4 x 3/16 x 1’-5 1/4"

1/16 1All sides

(typ.)

1 1/2" cl.

4:1 cut

4:1 cut

1’-0" 8" 6" 6" 6"

4’-3 1/2"

1’-1 1/2"

3’-11 1/2"

6"8"8" 6" 6" 1’-1 1/2"

End of bridge

End of bridge

Plan view of TS 4 X 3 X 1/4

RAIL END DETAILS

Plan view of TS 2 x 2 x 1/4STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-03

RAILING, PS-1

SEPTEMBER 2012

3

2

1

3

6

5

(typ.)

(typ.)

FOOT OF RAILING

QUANTITIES FOR ONE RUNNING

2.30 CFTConcrete, class C

19.6 LBSReinforcing bars

2 5

6

5

6

44

4

43 for details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 7

slotted as required for expansion.

5/8" Ø x 10 1/2" round-head bolt in 3/4" Ø hole. Hole shall be 6

slotted as required for expansion.

3/4" Ø x 11 1/2" round-head bolt in 7/8" Ø hole. Hole shall be 5

E 706-TTPP-05 and -06 for details.

Concrete bridge railing transition, TPS-1. See Standard Drawings 4

reinforcing-bar bends.

See Standard Drawing E 706-BRPP-06 for base plate detail and 3

splice details.

See Standard Drawing E 706-BRPP-05 for rail tube details and rail 2

See Standard Drawing E 706-BRPP-06 for General Notes .1.

NOTES

in this area

plan view and dimensions

See Rail End Details for in this area

plan view and dimensions

See Rail End Details for

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

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N LANE

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G

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RE

RGEISTER

DE

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HA

RD L. VanCLE

AVE

9750

7

ELEVATION

1’-8"1’-8"

20’-0"

1’-6" 6’-8"4’-3 1/2" 4’-3 1/2"

1’-6"

Pay limits for steel railing, PS-2

Pay limits for concrete railing, PS-22’-0"

End of bridge End of bridge

Rail post (typ.)

Top of sidewalk

Top of deck Top of deck

Top of sidewalkRail splice point Rail splice point

TS 2 x 2 x 1/4 rail

TS 4 x 3 x 1/4 rail

post spacing (typ.)

6’-8" maximum

TYPICAL SECTION

4704E @ 8"

Concrete sidewalk

Bridge slab

2% slope

PS-2

concrete railin

g Pay limits for

TS 2 x 2 x 1/4 (typ.)

1/8 x 4 1/2 x 4 1/2

x 1’-11 1/4"

TS 4 x 4 x 3/16

2"

2"

3"

10"

P

S-2

ste

el railin

gPay limits for

3’-6"

1" cl.

2’-0"

1’-6"

4"

6"

6"

6"

8"

3/4" base plate

bolts in 7/8" Ø holes

3/4" Ø x 8" round-head

in 3/4" Ø hole

5/8" Ø x 7" round-head bolt

washer (typ.)

and one hardened steel

concrete railing, nut,

embedded 10" in

5/8" Ø x 1’-1" bolt

TS 4 x 3 x 1/4 (typ.)

8 - #4E

4701E @ 8"

4706E @ 8"

(typ.)

1 1/2" cl.

1/16 1All sides

4:1 cut

4:1 cut

1’-0" 8" 6" 6" 6"

4’-3 1/2"

1’-1 1/2"

3’-11 1/2"

6"8"8" 6" 6" 1’-1 1/2"

End of bridge

End of bridge

Plan view of TS 4 X 3 X 1/4

RAIL END DETAILS

Plan view of TS 2 x 2 x 1/4

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-04

RAILING, PS-2

SEPTEMBER 2012

3

3

3

1

(typ.)

(typ.)

5

(typ.)

6

(typ.)

5

(typ.)

(typ.)

FOOT OF RAILING

QUANTITIES FOR ONE RUNNING

1.89 CFTConcrete, class C

16.8 LBSReinforcing bars

6

5

6

22

4

4

3

4

4

in this area

plan view and dimensions

See Rail End Details for in this area

plan view and dimensions

See Rail End Details for

for details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 7

slotted as required for expansion.

5/8" Ø x 10 1/2" round-head bolt in 3/4" Ø hole. Hole shall be 6

slotted as required for expansion.

3/4" Ø x 11 1/2" round-head bolt in 7/8" Ø hole. Hole shall be 5

E 706-TTPP-07 and -08 for details.

Concrete bridge railing transition, TPS-2. See Standard Drawings 4

reinforcing-bar bends.

See Standard Drawing E 706-BRPP-06 for base plate detail and 3

splice details.

See Standard Drawing E 706-BRPP-05 for rail tube details and rail 2

See Standard Drawing E 706-BRPP-06 for General Notes .1.

NOTES

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

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DE

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RD L. VanCLE

AVE

9750

8"

7

2 1/4"

3 1/4

"

inner sleeve

1/2" Ø holes in

4"4"

splice

10" 1/2"

1’-8"

round-head bolt (typ.)

3/8" Ø x 4"

element

TS 4 x 3 x 1/4 rail

TS 4 x 3 x 1/4

Inner sleeve for

2"

outer tube (typ.)

1/2" Ø hole in

splice

4"4"

1’-8"

1/2"

10"

element

TS 2 x 2 x 1/4 rail

TS 2 x 2 x 1/4

Inner sleeve for

round-head bolt (typ.)

1/4" Ø x 3"

2"

outer tube (typ.)

3/8" Ø hole in

B

B

A

A

2"

2"

1/4"

SECTION B-B

1/4" x 3/4" x 1’-8" (typ.) bolt with flat washer

1/4" x 3" round-head

TS 2 x 2 x 1/4 TS 2 x 2 x 1/4

INNER SLEEVE FOR

1 1/4"

1 1/4

"

(typ.)

3/16 1’-8"

in inner sleeve

3/8" Ø holes in outer tube

3/8" Ø x holes

3"

4"

1/4"

SECTION A-A

(top and bottom)

3/8" x 1 1/2" x 1’-8"

(both sides)

3/8" x 2 1/2" x 1’-8"

2 1/2"

3 1/2

"

2 1/2

"

bolt with flat washer

3/8" x 4" round-head

TS 4 x 3 x 1/4 TS 4 x 3 x 1/4

INNER SLEEVE FOR

(typ.)

3/16 1’-8" in outer tube

1/2" Ø x holes

FOR TS 4 X 3 X 1/4 RAIL

SPLICE ASSEMBLY

FOR TS 2 X 2 X 1/4 RAIL

SPLICE ASSEMBLY

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-05

RAIL SPLICE DETAILS

RAILING, PF AND PS

SEPTEMBER 2012

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

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RE

RGEISTER

DE

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HA

RD L. VanCLE

AVE

9750

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-BRPP-06

DETAILS

RAILING, PF & PS

All reinforcing bars designated E shall be epoxy coated.4.

All chamfered edges shall be 3/4".3.

details and notes.

See Standard Drawing E 703-BRST-01 for reinforcing-bar bending 2.

Intermediate railing splices shall be placed every 20 ft.1

GENERAL NOTES

SEPTEMBER 2012

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

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N LANE

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RD L. VanCLE

AVE

9750

6 1/2

"

9 1/2

"

8 1/2"

BASE PLATE DETAIL

1 1/8

" 7/8"

1 1/2

"

4 3/8"2"

galvanizing

1" Ø hole for

1/2" Rrail alignment

slotted hole for

7/8" Ø x 1 1/8"

1/4

CONS:

1’-6"

4703E x 3’-11"

1’-8"

7"

1’-8"

1’-3"

4707E x 3’-10"

1’-5" (4

702E)

2’-0" (4

701E)

7"

7"

7"

4"

4"

3’-0" (4

705E)

2’-7" (4

706E)

2’-4" (4

707E)

1’-10" (4

708E)

4705E x 4’-6"

4706E x 4’-1"

4708E x 3’-4"

4701E x 4’-7"

4702E x 4’-0"

4704E x 2’-9"

TS 4 x 4 x 3/16

3/4 x 9 1/2 x 8 1/2