INDIANA DEPARTMENT OF TRANSPORTATION CONCRETE … · standard drawing no. indiana department of transportation e 706-ttpp-02 transition, tpf-1 concrete bridge railing september 2012

4’-4" 5’-2"

8 spa. @ 8" = 5’-4" 6 spa. @ 6" = 3’-0"

8" 2’-8" 1’-0" 11’-4"

4"

15’-8" - Pay Limits of Concrete Bridge Railing Transition, TPF-1

6’-2"

3"

3"

2"

= 2’-6"

10 spa. @ 3"

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-TTPP-01

TRANSITION, TPF-1

CONCRETE BRIDGE RAILING

SEPTEMBER 2012

4

3

3

2

4

2 Drawing E 706-BRPP-01 for details.

Holes for attachment of steel bridge railing type PF-1. See Standard 4

Drawing E 609-TBAE-01 for details.

RCBA extension for bridge railing transition type TPF-1. See Standard 3

Drawing E 706-CBRT-04 for details.

Holes for attachment of guardrail transition type TGB. See Standard 2

diagrams.

See Standard Drawing E 706-TTPP-02 for sections and reinforcing bar 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

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750PLAN

Reinforced concrete bridge approach

ELEVATION

A

A

C D

D

B

4’-4"

1’-6" lap

2" cl.

10"

2"

16 spa. @ 3" = 4’-0"

1’-9 3/4 "

2’-9"

2’-0"

1’-7"

3’-7"

2" cl.

3" (dist. to h

oles)

1’-6" lap

8" 1’-8"

4 - 7/8 Ø holes 14 - #5 x 6’-0" (7 each face)

6 - #5 x 8’-0" (3 each face)

4 - #5 x 10’-9" (2 each face)

1 - #5 x 4’-3" (front face)

#5

7/8" Ø holes

3 - 5832 (front face)

3 - #5 x 4’-3" (rear face)

25 - 5801

3"

2 3/4 "

4 1/4 "

8"

5 1/2 "

1’-0"

8 1/2 "

6"6"6"

50 - 5822 (25 each face)

17

3

50

17

17

4

6

14

4

Surface Seal

Concrete, Class C

Reinforcing Steel

Total Epoxy-Coated

EPOXY-COATED REINFORCING STEEL

bridge railing transition type TPF-1.

Quantities are for one concrete

BILL OF MATERIALS

730 LBS

1.5 CYS

119 SFT

5825

5832

5822

5820

5814

5801 25

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

5’-4"

3’-0"

3’-1"

3’-7"

4’-8"

4’-3"

10’-9"

8’-0"

6’-0"

4’-3"

#5

#5

#5

#5


17 - 5825 (rear face)


B

Top of slab extension

C

holes

5 - 1 1/4" Ø



E 706-TTPP-02

TRANSITION, TPF-1


SEPTEMBER 2012

5 5 5 5

Standard Drawing E 706-BRPP-01 for details.

7/8" Ø hole for attachment of steel bridge railing type PF-1. See 6

Drawing E 609-TBAE-01 details.


details and notes.

See Standard Drawing E 703-BRST-01 for reinforcing-bar bending 4.

details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 for 3

All chamfered edges shall be 3/4".2.

See Standard Drawing E 706-TTPP-01 for elevation and plan.1.

NOTES

3 3 3 3

6




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

8"

8"

8"

5801

3"

3"

4"

5825

5832

SECTION C-CSECTION A-A

8"

5801

3"

3"

4"

SECTION D-DSECTION B-B

1’-6"

6"

7"

10"

1’-7"

2’-0"

3’-7"

11"

7"

3"7"3"

#5 (typ.)

5814

5820

1’-6"

5822

7"

6"

7"

10"

3’-7"

10"

5801

#5 (typ.)

1’-6"

5822

10"

7"

4"

10"

#5 (typ.)

1’-6"

5822

10"

7"

2’-9"

10"

#5 (typ.)

2"

2" cl. (typ.)

2" cl.

2"

2" cl. (typ.)

2" cl.

2"

2" cl. (typ.)2" cl. (typ.)

2"

3’-2"

5801 x 5’-4" 5832 x 4’-3"

5825 x 4’-8"

5822 x 3’-7"

5820 x 3’-1"

5814 x 3’-0"

2’-5"

6" 4’-1" (5825)

2’-11 5/8 " (5822)

2’-6" (5820)

2’-8"6" 1’-0"

3"

4"

2’-8"

2"

2" cl.

2"

4’-4" 5’-2"

3"

6’-2"

15’-8" - Pay Limits of Concrete Bridge Railing Transition, TPF-2

6 spa. @ 6" = 3’-0"8 spa. @ 8" = 5’-4"

8" 2’-8" 1’-0" 11’-4"



E 706-TTPP-03

TRANSITION, TPF-2


SEPTEMBER 2012

4

2

2

4

Drawing E 706-BRPP-02 for details.

Holes for attachment of steel bridge railing type PF-2. See Standard 4





diagrams.


NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

ELEVATION

PLAN

Reinforced concrete bridge approach

A

A

C

Top of slab entension

1’-6"

2’-1"

3’-7"

3"

4"

B

D

3"

2 3/4 "

4 1/4 "

2"

10"

2"

2" cl.

1’-8"8"

1’-6" lap#5

1’-6" lap

4’-4"

8"

5 1/2 "

1’-0"

8 1/2 "

6"6"6"

16 spa. @ 3" = 4’-0"

1’-9 3/4 "

2’-9"

1’-0"

3" (dist. to h

oles)

2" cl.

holes

5 - 1 1/4" Ø

14 - #5 x 6’-0" (7 each face)4 - #5 x 10’-9" (2 each face)

6 - #5 x 8’-0" (3 each face)8 - 7/8 Ø holes


3 - #5 x 4’-3" (rear face)

25 - 580117 - 5814 (front face)

17 - 5825 (rear face)

17 - 5819 (front face) 50 - 5822 (25 each face)

4

6

14

3

Surface Seal

Concrete, Class C


Reinforcing Steel

Total Epoxy-Coated

bridge railing transition type TPF-2.


717 LBS

1.5 CYS

119 SFT

BILL OF MATERIALS

25

17

3

50

17

17

5801

5825

5832

5822

5819

5814

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

5’-4"

3’-0"

2’-7"

3’-7"

4’-8"

4’-3"

10’-9"

8’-0"

6’-0"

4’-3"

#5

#5

#5

#5

3

3

CB D

= 2’-6"

10 spa. @ 3"

7/8" Ø holes

3"7"

2’-1"

1’-6"

3 3 3 3

3"

1’-0"



E 706-TTPP-04

TRANSITION, TPF-2


SEPTEMBER 2012

5 5 5 5

Standard Drawing E 706-BRPP-02 for details.

7/8" Ø hole for attachment of steel bridge railing type PF-2. See 6



details and notes.


details.




NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

5801 x 5’-4" 5832 x 4’-3"

5825 x 4’-8"

5822 x 3’-7"

5819 x 2’-7"

5814 x 3’-0"

2’-5"

6"

6" 2’-8" 1’-0"

2"

2’-8"

4"

4’-1" (5825)

3’-0" (5822)

2’-0" (5819)

SECTION A-A SECTION B-B SECTION C-C SECTION D-D

3’-7"

2"

2" cl. (typ.) 2" cl. (typ.) 2" cl. (typ.) 2" cl. (typ.)

8"

1’-6"

5819

5814

5832

5832

5825

#5 (typ.)

7"

8"

1’-6"

5822

7"

7"

6"

10"

10"

5801

#5 (typ.)

8"

1’-6"

5822

10"

10"

5801

#5 (typ.)

8"

1’-6"

5822

10"

5801

10"

#5 (typ.)

2"

2" cl.

2"

2" cl.

2"

2" cl.

2"

3’-3"

2’-9"

6"

4"

3"

4"

4"

6"

4"

3"

4"

3’-7"

3"

6

7"

6"

10"

5’-2"4’-4"

6 spa. @ 6" = 3’-0"8 spa. @ 8" = 5’-4"

4"

8" 2’-8" 1’-0" 11’-4"

15’-8" - Pay Limits of Concrete Bridge Railing Transition, TPS-1

6’-2"



E 706-TTPP-05

TRANSITION, TPS-1


SEPTEMBER 2012

4

4

4

3

3

2

2 Drawing E 706-BRPP-03 for details.

Holes for attachment of steel bridge railing type PS-1. See Standard 4


RCBA extension for bridge railing transition type TPS-1. See Standard 3



diagrams.


NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

ELEVATION

PLAN

A B

C


3’-7"

3"

D

Top of concrete sidewalk

Concrete sidewalk

2" cl.

3"

2"

2 3/4 "

4 1/4 "

2"

10"

4’-4"

1’-6" lap#5

1’-6" lap

8" 1’-8"8"

5 1/2 "

1’-0"

8 1/2 "

6"6"6"

16 spa. @ 3" = 4’-0"

sidewalk

Typical concrete

50 - 5824 (25 each face)

1’-9 3/4 "

2’-9"

14 - #5 x 6’-0" (7 each face)

8 1/2 "

2’-0"

1’-7"


3" (dist. to h

oles)

1 - #5 x 4’-3" (front face)

4 - 7/8" Ø holes

4 - 3/4" Ø holes6 - #5 x 8’-0" (3 each face)

4 - #5 x 10’-9" (2 each face)

holes

5 - 1 1/4" Ø

2" cl.

A

17 - 5826 (rear face)



3 - #5 x 4’-3" (rear face)

25 - 5801

= 2’-6"

10 spa. @ 3"4

6

14

4

Surface Seal

Concrete, Class C

Reinforcing Steel

Total Epoxy-Coated


1.9 CYS

131 SFT

BILL OF MATERIALS

bridge railing transition type TPS-1.


25

17

3

50

17

17

5801

5826

5832

5824

5823

5814

789 LBS

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

5’-4"

3’-0"

3’-9"

4’-3"

5’-4"

4’-3"

10’-9"

8’-0"

6’-0"

4’-3"

#5

#5

#5

#5

3"

DCB

3 3 3 3

1’-7"

2’-0"



E 706-TTPP-06

TRANSITION, TPS-1


SEPTEMBER 2012

5 5 5 5

See Standard Drawing E 706-BRPP-03 for details.

3/4" Ø hole for attachment of steel bridge railing type PS-1, small rail. 7


7/8" Ø hole for attachment of steel bridge railing type PS-1, large rail. 6



details and notes.


details.

Construction joing type A. See Standard Drawing E 702-CJTA-01 for 3



NOTES

7

6




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750


7"

7"

7"

7"

3’-7"

3’-2"

2’-9"

2" cl. (typ.) 2" cl. (typ.) 2" cl. (typ.) 2" cl. (typ.)

1’-6"

5823

5"

7"

10"

5814

3"7"

8 1/2 "

5832

#5 (typ.)

5826

2"

2"

1’-6"

5824

7"

6"

7"

10"

10"

5801

#5 (typ.)

2"

2" cl.

1’-6"

5824

10"

7"

3"

3"

4"

4"

10"

5801

#5 (typ.)

2"

2" cl.

1’-6"

5824

10"

7"

3"

3"

4"

10"

5801

#5 (typ.)

2" cl.

2"sidewalkconcrete Typical

sidewalkconcrete Typical



5801 x 5’-4" 5832 x 4’-3"

5826 x 5’-4"

5824 x 4’-3"

5823 x 3’-9"

5814 x 3’-0"3"

4"

2’-5"

6"

6" 2’-8"

2"

2’-8"

4’-9" (5826)

3’-8" (5824)

3’-2" (5823)

1’-0"

11"

7"

3"

3’-7"

5832

4’-4" 5’-2" 6’-2"4"

15’-8" - Pay Limits of Concrete Bridge Railing Transition, TPS-2

6 spa. @ 6" = 3’-0"8 spa. @ 8" = 5’-4"

6"

6"

6"

3" (dist. to h

oles)

8" 2’-8" 1’-0" 11’-4"



E 706-TTPP-07

TRANSITION, TPS-2


SEPTEMBER 2012

3

3

2

2

4

4

4

Drawing E 706-BRPP-04 for details.

Holes for attachment of steel bridge railing type PS-2. See Standard 4





diagrams.


NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

ELEVATION

PLAN


A B

C

3" 3"

Top of concrete sidewalk

Concrete sidewalk

3"

2 3/4 "

4 1/4 "

2"

2"

8" 1’-8"

10"

1’-6" lap#5

1’-6" lap

4’-4"

5 1/2 "

8" 1’-0"

8 1/2 "

6"6"6"

16 spa. @ 3" = 4’-0"

sidewalk

Typical concrete

50 - 5824 (25 each face)

1’-9 3/4 "

2’-9"

2’-1"

3’-7"

1’-6"


14 - #5 X 6’-0" (7 each face)6 - #5 x 8’-0" (3 each face)

4 - #5 x 10’-9" (2 each face)

A

2" cl.


3 - #5 x 4’-3" (rear face)

17 - 5826 (rear face)


25 - 5801

2" cl.

= 2’-6"

10 spa. @ 3"4

6

14

3

Surface Seal

Concrete, Class C


Reinforcing Steel

Total Epoxy-Coated

BILL OF MATERIALS

775 LBS

1.9 CYS

131 SFT

bridge railing transition type TPS-2.


25

17

3

50

17

17

5801

5826

5832

5824

5821

5814

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

5’-4"

3’-0"

3’-3"

4’-3"

5’-4"

4’-3"

10’-9"

8’-0"

6’-0"

4’-3"

#5

#5

#5

#5

D

B C D

holes

5 - 1 1/4" Ø

8 - 3/4" Ø holes

8 - 7/8" Ø holes



E 706-TTPP-08

TRANSITION, TPS-2


SEPTEMBER 2012

5 5 5 5

6

7


3/4" Ø hole for attachment of steel bridge railing type PS-2, small rail. 7


7/8" Ø hole for attachment of steel bridge railing type PS-2, large rail. 6



details and notes.


details.




NOTES

3 3 3 3




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750


2" cl. (typ.) 2" cl. (typ.)2" cl. (typ.)





10"

6"

4"

3"

4"

4"

10"

6"

4"

3"

4"

7"

1’-6"

5821

5814

7"

6"

10"

3"7"

3"

6"

6"

#5 (typ.)

5826

7"

1’-6"

58247"

7"

6"

10"

3’-7"

10"

5801

#5 (typ.)

7"

1’-6"

5824

3’-2"

10"

5801

#5 (typ.)

1’-6"

7" 5824

2’-9"

10"

5801

#5 (typ.)

2"

2" cl.

2" cl.

2"2"

2" cl.

2" cl. (typ.)

2"

2"

5801 x 5’-4" 5832 x 4’-3"

5826 x 5’-4"

5824 x 4’-3"

5821 x 3’-3"

5814 x 3’-0"

2’-5"

6"

6" 2’-8" 1’-0"

2"

2’-8"

4"

4’-9" (5826)

3’-8" (5824)

2’-8"(5821)

3’-7"

6"

5832

11"

7"

2’-1"

1’-6"

3"

Documents

INDIANA DEPARTMENT OF TRANSPORTATION CONCRETE … · standard drawing no. indiana department of transportation e 706-ttpp-02 transition, tpf-1 concrete bridge railing september 2012