SDD 14b36 F Shape Concrete Barrier to Single Slope Concrete … · 2020. 7. 8. · SDD 14B36-d 32"...

CONSTRUCT PER STANDARD SPECIFICATION 603.

SPLICES OF LONGITUDINAL BARS TO BE 2' LONG AND FIRMLY TIED AND FASTENED

TOGETHER UNLESS OTHERWISE NOTED.

4000 PSI CONCRETE AIR ENTRAINMENT PER STANDARD SPECIFICATIONS SECTION 501.

USE

3

4

" BEVEL OR 1" RADIUS ON ALL EXPOSED SHARP EDGES UNLESS OTHERWISE NOTED.

THE NUMBER IN BAR DESIGNATION REPRESENTS THE BARS LOCATION.

2" CLEAR COVER TYPICAL.

EXPANSION JOINT "A" MAY BE REPLACED WITH A COLD JOINT PROVIDED THAT 3 FEET OF

LAP OF LONGITUDINAL STEEL IS PROVIDED. IF COLD JOINT IS USED, ANCHOR IS NOT

REQUIRED.

C

SECTION A - A

GENERAL NOTES

3"

7"

1' - 10"

1' - 2

5

8

"

6"

2

3

8

"

5"

2' - 0"

10" RAD

(TYP.)

1

3

4

"

2' - 6

1

4

"

3

7

8

"

11

1

2

"5

5

8

"

2' - 0"7"

4' - 4"

1' - 3"

2' - 8"

5"1' - 2" 2' - 0"

SECTION B - B

SECTION C - C

EXISTING 32-INCH SINGLE FACED

F SHAPE CONCRETE BARRIER

EXPANSION

JOINT

NO. 5 BARS (TYP.)

7

1

2

"

BARS A1 - A2

BARS B1 - B7

10' - 0"

NO. 5 BARS

EXPANSION JOINT "A"

GROUND LINE

BAR POSITION 12

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S32CBSS S32

BARS C3 - C12

BARS D8 - D12

7

1

2

"11 SPACES AT 1' - 3" = 13' - 9"

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S32

BAR POSITION 1

NO. 6 STIRRUP BAR (TYP.)

SEE OTHER DETAILS OR PLAN




EXPANSION

JOINT

MATCH TOE

FOOTING REINFORCEMENT BARRIER REINFORCEMENT

A

B

15' - 0"

32 - INCH SINGLE FACED F SHAPE TO 32 - INCH CBSS TRANSITION

NO. 5 BARS (TYP.)

EXPANSION JOINT "A"

NO. 6 STIRRUP

BAR (TYP.)

NO. 5 BARS (TYP.)

MATCH TOE

1

1

1

1

1

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

5"

4"

4' - 4"

1' - 3"

4' - 4"

1' - 3"

NO. 5 BARS

CBSS S32

ELEVATION VIEW

NO. 6 BAR STIRRUP AND NO. 5 VERTICAL BARS

7

1

2

"

7

1

2

"

11 SPACES AT 1' - 3" = 13' - 9"

PLAN VIEW

CA B

NO. 5 BARSNO. 6 BAR STIRRUP

66

SD

DS

DD

14

B3

6 - 0

2a

14

B3

6 - 0

2a

SDD 14B36-a 32" Single Faced F Shape Concrete Barrier to 32" Single Slope Concrete Barrier Transition Layout

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

32 - INCH SINGLE FACED F SHAPE

CONCRETE BARRER TO 32 - INCH SINGLE

SLOPE CONCRETE BARRIER TRANSITION

B

148°B1

B2

B3

BARA

1' - 2"

D8

BAR

157°B4

B5 161°

D9

D10

D11

D12

10"

3' - 6

1

2

"

90°

"A" BAR

BENDING DETAIL

"A" BAR

POSITIONS 1 - 2

10"

"B" BAR

BENDING DETAIL

"B" BAR CHART

BAR POSITIONS

1 - 7

A

C

10"

1' - 1

1

2

"

2

' - 5

"

A

"D" BAR

BENDING DETAIL

"D" BAR CHART

BAR POSITIONS

8 - 12

10"

"C" BAR

BENDING DETAIL

1' 1

1

2

"

154°

154°

A

2

' -5

"

STIRRUP BAR

BENDING DETAIL

BAR DETAIL

BAR POSITIONS 1 - 2

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

BAR DETAIL

BAR POSITIONS 3 - 7

BAR DETAIL

BAR POSITIONS 8 - 12

"A" BARS "C" BARS "C" BARS

"B" BARS "B" BARS "D" BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

3' - 5

7

8

"

4

7

8

"

NO. 6 BAR

STIRRUP

NO. 6 BAR

STIRRUP

2

1

4

" R

8"

12 - NO. 5 BARS

EVENLY SPACED

12 - NO. 5 BARS

EVENLY SPACED

E

1' -1

1

2

"

A

170°

170°

170°

171°

171°

C6

C7

C8

BAR

C9

"C" BAR CHART

BAR POSITIONS

3 - 12

A

177°

174°

177°

176°

176°

174°

173°

C10

C11

C12

173°

173°

172°

C3

C4

C5

B6

166°B7

163°

E

1' - 7

3

4

"

D

154°

165°

169°

162°

163°

C

10"

9

3

4

"

175°

172°

1' - 2"

1' - 2"

1' -1

1

2

"

1' -1

1

2

"

1' - 2"

9

3

4

"

9

3

4

"

10"

10"

10"

1' - 7

3

4

"

1' - 7

1

2

"

1' - 7

1

2

"

1' - 7

1

2

"

1' - 7

1

2

"

1' - 7

1

2

"

B

D

90° 90°90°

66

SD

DS

DD

14

B3

6 - 0

2b

14

B3

6 - 0

2b

SDD 14B36-b 32" Single Faced F Shape Concrete Barrier to 32" Single Slope Concrete Barrier Transition - Steel Layout

STATE OF WISCONSIN


APPROVED

DATE ROADWAY STANDARDS DEVELOPMENT

ENGINEER

/S/

FHWA


CONCRETE BARRIER TO 32 - INCH SINGLE


February 2020 Rodney Taylor





USE

3

4






REQUIRED.

C

SECTION A - A

GENERAL NOTES

3"

7"

1' - 10"

1' - 2

5

8

"

6"

2

3

8

"

5"

2' - 0"

10" RAD

(TYP.)

1

1

8

"

2' - 9

1

2

"

3

3

4

"

10

1

4

"6

1

4

"

2' - 0"

6

1

2

"

SECTION B - B

SECTION C - C



EXPANSION

JOINT

NO. 5 BARS (TYP.)

7

1

2

"

BARS A1 - A2

BARS B1 - B7

10' - 0"

NO. 5 BARS

EXPANSION JOINT "A"

GROUND LINE

BAR POSITION 12

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S36CBSS S36

BARS C3 - C12

BARS D8 - D12

7

1

2

"11 SPACES AT 1' - 3" = 13' - 9"

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S36

BAR POSITION 1






EXPANSION

JOINT

MATCH TOE


A

B

15' - 0"


NO. 5 BARS (TYP.)

EXPANSION JOINT "A"

NO. 6 STIRRUP

BAR (TYP.)

NO. 5 BARS (TYP.)

MATCH TOE

1

1

1

1

1

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

4' - 4"

1' - 3"

4' - 4"

1' - 3"

NO. 5 BARS

CBSS S36

4' - 4"

1' - 3"

3' - 0"

5

3

4

"

1' - 0

1

2

"

2' - 0"

TRAFFIC

SIDE

5

3

4

"

4"

ELEVATION VIEW


7

1

2

"

7

1

2

"

11 SPACES AT 1' - 3" = 13' - 9"

PLAN VIEW

CA B


66

SD

DS

DD

14

B3

6 - 0

2c

14

B3

6 - 0

2c

SDD 14B36-c 32-Inch Single Faced F Shape Concrete Barrier to 36-Inch Single Slope Concrete Barrier Transition

STATE OF WISCONSIN





B

148°B1

B2

B3

BARA

1' - 2"

D8

BAR

157°B4

B5 161°

D9

D10

D11

D12

10"

90°

"A" BAR

BENDING DETAIL

"B" BAR

BENDING DETAIL

"B" BAR CHART

BAR POSITIONS

1 - 7

10"

"D" BAR

BENDING DETAIL

"D" BAR CHART

BAR POSITIONS

8 - 12

10"

"C" BAR

BENDING DETAIL

154°

154°

STIRRUP BAR

BENDING DETAIL

BAR DETAIL

BAR POSITIONS 1 - 2

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

BAR DETAIL

BAR POSITIONS 3 - 7

BAR DETAIL


"A" BARS "C" BARS

"B" BARS "B" BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

3' - 5

7

8

"

4

7

8

"

NO. 6 BAR

STIRRUP

2

1

4

" R

8"

12 - NO. 5 BARS

EVENLY SPACED

1' -1

1

2

"

A

170°

170°

170°

171°

171°

C6

C7

C8

BAR

C9

"C" BAR CHART

BAR POSITIONS

3 - 12

A

177°

174°

177°

176°

176°

174°

173°

C10

C11

C12

173°

173°

172°

C3

C4

C5

B6

166°B7

163°

E

1' - 8

1

2

"

D

154°

165°

169°

162°

163°

C

10"

9

3

4

"

175°

172°

1' - 2"

1' - 2"

1' -1

1

2

"

1' -1

1

2

"

1' - 2"

9

3

4

"

9

3

4

"

10"

10"

10"

1' - 8

3

4

"

1' - 9"

1' - 9

1

4

"

8 - N

O. 5

B

AR

S

TRAFFIC

SIDE

"V" BARS

NO. 5 BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

B

2' - 6"

2' - 6

1

2

"

2' - 6

3

4

"

2' - 7"

2' - 7

1

2

"

2' - 7

3

4

"

2' - 8

1

2

"

2' - 8

1

2

"

2' - 9"

2' - 9

1

2

"

B

2' - 7

3

4

"

2' - 8

1

2

"

2' - 8

1

2

"

2' - 9"

2' - 9

1

2

"

1' - 8

1

4

"

1' - 9

1

2

"

1' - 10"

3' - 6

1

2

"

10"

A

C

10"

1' - 1

1

2

"

B

A

10"

1' - 1

1

2

"

A

B

E

B

D

90° 90°90°

"A" BAR

POSITIONS 1 - 2

66

SD

DS

DD

14

B3

6 - 0

2d

14

B3

6 - 0

2d

SDD 14B36-d 32" Single Faced F Shape Concrete Barrier to 36" Single Slope Concrete Barrier Transition - Steel Layout

STATE OF WISCONSIN


APPROVED


ENGINEER

/S/

FHWA









USE

3

4






REQUIRED.

C

SECTION A - A

GENERAL NOTES

3"

7"

2' - 8"

1' - 0

1

4

" 7

3

8

"

3

3

8

"

5"

2' - 0"

10" RAD

(TYP.)

1

1

4

"

3' 4

3

4

"

4

1

2

"

9

1

2

"7

1

4

"

2' - 0"

6

3

4

"

SECTION B - B



EXPANSION

JOINT

NO. 5 BARS (TYP.)

7

1

2

"

BARS A1 - A4

BARS B1 - B7

10' - 0"

NO. 5 BARS

EXPANSION JOINT "A"

GROUND LINE

BAR POSITION 12

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S42CBSS S42

BARS C5 - C12

BARS D8 - D12

7

1

2

"11 SPACES AT 1' - 3" = 13' - 9"

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S42

BAR POSITION 1






EXPANSION

JOINT

MATCH TOE


A

B

15' - 0"


NO. 5 BARS (TYP.)

EXPANSION JOINT "A"

NO. 6 STIRRUP

BAR (TYP.)

NO. 5 BARS (TYP.)

MATCH TOE

1

1

1

1

1

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

4' - 4"

1' - 3"

4' - 4"

1' - 3"

NO. 5 BARS

CBSS S42

4' - 4"

1' - 3"

3' - 6"

6

3

4

"

10

1

2

"

2' - 0"

TRAFFIC

SIDE

6

3

4

"

4"

SECTION C - C

ELEVATION VIEW


7

1

2

"

7

1

2

"

11 SPACES AT 1' - 3" = 13' - 9"

PLAN VIEW

CA B


66

SD

DS

DD

14

B3

6 - 0

2e

14

B3

6 - 0

2e

SDD 14B36-e 42-Inch Single Faced F Shape to 42-Inch Single Slope Concrete Barrier Transition Layout

STATE OF WISCONSIN





10"

B

A

"A" BAR

BENDING DETAIL

"A" BAR CHART

BAR POSITIONS

1 - 4

10"

"B" BAR

BENDING DETAIL

"B" BAR CHART

BAR POSITIONS

1 - 7

A

B

D

C

10"

1' - 3

1

4

"

3

' - 2

1

4

"

A

"D" BAR

BENDING DETAIL

"D" BAR CHART

BAR POSITIONS

8 - 12

10"

"C" BAR

BENDING DETAIL

1' - 3

1

4

"

A

B

STIRRUP BAR

BENDING DETAIL

BAR DETAIL

BAR POSITIONS 1 - 4

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

BAR DETAIL

BAR POSITION 5 - 7

BAR DETAIL


"A" BARS

"A" BARS

"C" BARS

"B" BARS

"D" BARS

"D" BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

3' - 5

7

8

"

4

7

8

"

NO. 6 BAR

STIRRUP

NO. 6 BAR

STIRRUP

2

1

4

" R

8"

12 - NO. 5 BARS

EVENLY SPACED

12 - NO. 5 BARS

EVENLY SPACED

E

"C" BAR CHART

BAR POSITIONS

5 - 12

90° 90°90°

B

148°B1

B2

B3

BARA

1' - 3"

157°B4

B5 160°

149°

152°

B6

166°B7

163°

E

2' - 6

3

4

"

D

154°

165°

168°

156°

159°

C

8

1

2

"

8

1

2

"

176°

172°1' - 2

1

2

"

1' - 2"

8

1

2

"

1' - 3"

1' - 3"

1' - 2

1

2

"

1' - 2

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

2' - 6

1

2

"

2' - 7"

2' - 6

1

2

"

2' - 6

1

2

"

2' - 6

1

2

"

2' - 6

1

2

"

A4

BAR A

90°

89°

88°

88°

A1

A2

A3

B

4' - 4

3

4

"

4' - 5"

4' - 5"

4' - 5"

C9

C10

BAR A

176°

173°

175°

174°

174°

C6

C7

C8

B

3' - 1

3

4

"

3' - 2"

C11

C12 171°

172°

3' - 1

3

4

"

3' - 2"

3' - 2"

3' - 2"

3' - 2"

D8

D9

BAR A

D10

D11 171°

170°

D12 171°

170°

170°

177°C5 3' - 1

3

4

"

66

SD

DS

DD

14

B3

6 - 0

2f

14

B3

6 - 0

2f

SDD 14B36-f 42-Inch Single Faced F Shape to 42-Inch Single Slope Concrete Barrier Transition - Steel Layout

STATE OF WISCONSIN


APPROVED


ENGINEER

/S/

FHWA









USE

3

4






REQUIRED.

C

SECTION A - A

GENERAL NOTES

3"

7"

3' - 5"

1' - 0

1

4

" 6

3

8

"

4

3

8

"

5"2' - 0"

10" RAD

(TYP.)

1

1

4

"

3' - 8"

4

1

2

"

9

1

2

"7

1

4

"

2' - 0"

6

3

4

"

SECTION B - B



EXPANSION

JOINT

NO. 5 BARS (TYP.)

7

1

2

"

BARS A1 - A4

BARS B1 - B7

10' - 0"

NO. 5 BARS

EXPANSION JOINT "A"

GROUND LINE

BAR POSITION 12

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S 42CBSS S 42

BARS C5 - C12

BARS D8 - D12

7

1

2

"11 SPACED AT 1' - 3" = 13' - 9"

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S 42

BAR POSITION 1






EXPANSION

JOINT

MATCH TOE


A

B

15' - 0"


NO. 5 BARS (TYP.)

EXPANSION JOINT "A"

NO. 6 STIRRUP

BAR (TYP.)

NO. 5 BARS (TYP.)

MATCH TOE

1

1

1

1

1

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

4' - 4"

1' - 3"

4' - 4"

1' - 3"

NO. 5 BARS

CBSS S 42

4' - 4"

1' - 3"

3' - 6"

6

3

4

"

10

1

2

"

2' - 0"

TRAFFIC

SIDE

6

3

4

"

4"

SECTION C - C

ELEVATION VIEW


7

1

2

"

7

1

2

"

11 SPACES AT 1' - 3" = 13' - 9"

PLAN VIEW

CA B


66

SD

DS

DD

14

B3

6 - 0

2g

14

B3

6 - 0

2g

SDD 14B36-g 51-Inch Single Faced F Shape to 42-Inch Single Slope Concrete Barrier Transition - Transition Layout

STATE OF WISCONSIN





10"

B

A

"A" BAR

BENDING DETAIL

"A" BAR CHART

BAR POSITIONS

1 - 4

10"

"B" BAR

BENDING DETAIL

"B" BAR CHART

BAR POSITIONS

1 - 7

A

B

D

C

10"

1' - 1

1

2

"

B

A

"D" BAR

BENDING DETAIL

"D" BAR CHART

BAR POSITIONS

8 - 12

10"

"C" BAR

BENDING DETAIL

1' 1

1

2

"

A

B

STIRRUP BAR

BENDING DETAIL

BAR DETAIL

BAR POSITIONS 1 - 2

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

BAR DETAIL

BAR POSITIONS 3 - 7

BAR DETAIL


"A" BARS"C" BARS

"C" BARS

"B" BARS "B" BARS "D" BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

3' - 5

7

8

"

4

7

8

"

NO. 6 BAR

STIRRUP

NO. 6 BAR

STIRRUP

2

1

4

" R

8"

12 - NO. 5 BARS

EVENLY SPACED

12 - NO. 5 BARS

EVENLY SPACED

E

"C" BAR CHART

BAR POSITIONS

5 - 12

90° 90°90°

B

148°B1

B2

B3

BARA

1' - 3"

157°B4

B5 160°

149°

152°

B6

166°B7

163°

E

3' - 3

1

4

"

D

154°

165°

168°

156°

159°

C

8

1

2

"

8

1

2

"

175°

172°1' - 2

1

2

"

1' - 2"

8

1

2

"

1' - 3"

1' - 3"

1' - 2

1

2

"

1' - 2

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

3' - 0

1

4

"

2' - 11"

3' - 2

1

2

"

3' - 1

1

2

"

3' - 1"

2' - 11

1

2

"

A4

BAR A

90°

89°

88°

88°

A1

A2

A3

B

5' - 1

1

4

"

5' - 0

1

2

"

4' - 11

1

2

"

4' - 11"

C9

C10

BAR A

176°

173°

175°

175°

174°

C6

C7

C8

B

3' - 6

1

2

"

3' - 5"

C11

C12 171°

172°

3' - 5

3

4

"

3' - 4

1

2

"

3' - 3

3

4

"

3' - 3"

3' - 2

1

2

"

D8

D9

BAR A

D10

D11 171°

170°

D12 171°

170°

170°

177°C5 3' - 7

1

4

"

3' - 5

1

2

"

3' - 4

3

4

"

3' - 4"

3' - 3

1

4

"

3' - 2

1

2

"

B

66

SD

DS

DD

14

B3

6 - 0

2h

14

B3

6 - 0

2h

SDD 14B36-h 51-Inch Single Faced F Shape to 42-Inch Single Slope Concrete Barrier Transition - Steel Layout

STATE OF WISCONSIN


APPROVED


ENGINEER

/S/

FHWA









USE

3

4






REQUIRED.

C

SECTION A - A

GENERAL NOTES

3"

7"

3' - 5"

1' - 0

1

4

" 6

3

8

"

4

3

8

"

5"2' - 0"

10" RAD

(TYP.)

1

1

4

"

4' - 5

1

4

"

6"

6

1

4

"

9" 2' - 0"

6

3

4

"

SECTION B - B



EXPANSION

JOINT

NO. 5 BARS (TYP.)

7

1

2

"

BARS A1 - A4

BARS B1 - B7

NO. 5 BARS

EXPANSION JOINT "A"

GROUND LINE

BAR POSITION 12

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S56

BARS C5 - C12

BARS D8 - D12

7

1

2

"11 SPACED AT 1' - 3" = 13' - 9"

CBSS

ANCHOR

CBSS

ANCHOR

CBSS S56

BAR POSITION 1






EXPANSION

JOINT

MATCH TOE


A B

15' - 0"


NO. 5 BARS (TYP.)

EXPANSION JOINT "A"

NO. 6 STIRRUP

BAR (TYP.)

NO. 5 BARS (TYP.)

MATCH TOE

1

1

1

1

1

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

TRAFFIC

SIDE

4' - 4"

1' - 3"

4' - 4"

1' - 3"

NO. 5 BARS

CBSS S56

CBSS S56

4' - 4"

1' - 3"

4' - 8"

9"

6"

2' - 0"

TRAFFIC

SIDE

9"

4"

SECTION C - C

ELEVATION VIEW


10' - 0"

7

1

2

"

7

1

2

"

11 SPACES AT 1' - 3" = 13' - 9"

PLAN VIEW

CA B


66

SD

DS

DD

14

B3

6 - 0

2i

14

B3

6 - 0

2i

SDD 14B36-i 51-Inch Single Faced F Shape to 56-Inch Single Slope Concrete Barrier Transition - Transition Layout

STATE OF WISCONSIN





10"

A

B

"A" BAR

BENDING DETAIL

"A" BAR CHART

BAR POSITIONS

1 - 4

10"

"B" BAR

BENDING DETAIL

"B" BAR CHART

BAR POSITIONS

1 - 7

A

B

D

C

10"

1' - 3

1

4

"

B

A

"D" BAR

BENDING DETAIL

"D" BAR CHART

BAR POSITIONS

8 - 12

10"

"C" BAR

BENDING DETAIL

1'- 3

1

4

"

A

B

STIRRUP BAR

BENDING DETAIL

BAR DETAIL

BAR POSITIONS 1 - 2

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

10

- N

O. 5

B

AR

S

TRAFFIC

SIDE

BAR DETAIL

BAR POSITIONS 3 - 7

BAR DETAIL


"A" BARS"C" BARS

"C" BARS

"B" BARS

"B" BARS"D" BARS

NO. 6 BAR

STIRRUP

12 - NO. 5 BARS

EVENLY SPACED

3' - 5

7

8

"

4

7

8

"

NO. 6 BAR

STIRRUP

NO. 6 BAR

STIRRUP

2

1

4

" R

8"

12 - NO. 5 BARS

EVENLY SPACED

12 - NO. 5 BARS

EVENLY SPACED

E

"C" BAR CHART

BAR POSITIONS

5 - 12

90° 90°90°

B

148°B1

B2

B3

BARA

1' - 3"

157°B4

B5 160°

149°

152°

B6

166°B7

163°

E

3' - 4"

D

154°

165°

168°

156°

159°

C

8

1

2

"

8

1

2

"

175°

172°1' - 2

1

2

"

1' - 2"

8

1

2

"

1' - 3"

1' - 3"

1' - 2

1

2

"

1' - 2

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

8

1

2

"

3' - 5

3

4

"

3' - 7"

3' - 4

1

2

"

3' - 4

3

4

"

3' - 5

1

2

"

3' - 6"

A4

BAR A

90°

89°

88°

87°

A1

A2

A3

B

5' - 2"

5' - 2

1

2

"

4' - 11

1

2

"

4' - 11"

C9

C10

BAR A

176°

173°

175°

175°

174°

C6

C7

C8

B

3' - 6

1

2

"

3' - 5"

C11

C12 171°

172°

3' - 5

3

4

"

3' - 4

1

2

"

3' - 3

3

4

"

3' - 3"

3' - 2

1

2

"

D8

D9

BAR A

D10

D11 171°

170°

D12 171°

170°

170°

177°C5 4' - 0

3

4

"

3' - 5

1

2

"

4' - 3"

4' - 3

1

2

"

4' - 3

3

4

"

4' - 4"

B

66

SD

DS

DD

14

B3

6 - 0

2j

14

B3

6 - 0

2j

SDD 14B36-j 51-Inch Single Faced F Shape to 56-Inch Single Slope Concrete Barrier Transition - Steel Layout

STATE OF WISCONSIN


APPROVED


ENGINEER

/S/

FHWA





Version 2 Standard Detail Drawing 14B36 (sheet a-j) February 2020 F Shape Concrete Barrier to Single Slope Concrete Barrier Transitions

References: NONE

Bid items associated with this drawing: Bid items for single slope barrier and associated transitions are encoded as follows:

ITEM NUMBER DESCRIPTION UNIT 603.3211 Concrete Barrier Transition Type F32SF to S32 ........................................... EACH 603.3213 Concrete Barrier Transition Type F32SF to S36 ........................................... EACH 603.3255 Concrete Barrier Transition Type F42SF to S42 ........................................... EACH 603.3275 Concrete Barrier Transition Type F51SF to S42 ........................................... EACH 603.3279 Concrete Barrier Transition Type F51SF to S56 ........................................... EACH 603.3200 - 3299 Concrete Barrier Transition (type) .................................................................. EACH

Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE

Other SDDs associated with this drawing: SDD 14B32 Concrete Barrier Single Slope SDD 14B34 Short Concrete Barrier Sections (Use for runs of less than 40')

Design Notes: Use these details when a transition from a single faced F shape to a single slope barrier is needed.

Contact Person: Erik Emerson (608) 266-2842

Standard Detail DrawingsTable of Contents

14. Incidental Design14B36 F Shape Concrete Barrier to Single Slope Concrete Barrier Transitions

sheet asheet bsheet csheet dsheet esheet fsheet gsheet hsheet isheet j

SDD 14b36 F Shape Concrete Barrier to Single Slope Concrete … · 2020. 7. 8. · SDD 14B36-d 32"...

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