ESTIMATE OF QUANTITIES - ONE JOINT - 3', 4', & 5' SPANS ...

REVISED 07-13 - THE m 9 BARS WERE ADDED TO NOTE NUMBER 6. ENGLISHLRFDSIGNEDSINGLECULVERTS.DGN - CBJ 1-12 - THIS SHEET ISSUED 04-12.

H + 1'-10

PERMISSIBLE CONSTRUCTION JOINT

S + 3'-2

S + 1'-6

BARS 5y1 @ 1'-0 C-C

NO. SP. = S + 1

0.5S + 6"

0.5S

9

5x1

8

10 1'-1

1'-9 LAP

3

4

NO.SP.= H + 1

BARS 5y1 SPACED AT 1'-0

H + 3'-9

5

8

H = HEIGHT

H + 8"

H + 1'-10

H+ 8

4 H = HEIGHT

10

CONSTR. JOINT

5y1 ?" PREFORMED EXP. JOINT FILLER

KEYWAY (SEE BARREL)

3

5y2 & 5z

1'-2

10

4

5x2 0.5S + 6"

BARS 5y2 & 5z @ 1'-0 C-C

NO. SP. = S + 1

S + 3'-2

S + 2'-0

JOINT DETAIL SECTION THRU BARREL

1'-8 10 10 10

5y1

10

5x1 5x2

5x1 ?" PREFORMED EXP. JOINT FILLER 5y1

5x2 5z

1'-1

5y2 PERMISSIBLE CONSTRUCTION JOINT (`SEE SHEET CBJ`4-12`)

LONGITUDINAL SECTION

1'-8 10 10 10

5y1

10

S = SPAN

5x1 5x2

SLAB

?" PREFORMED EXP. JOINT FILLER

5y2 & 5z FLOOR

10

5y1

PLAN VIEW

10

1'-2

0.5S + 1'-0

S + 2'-0

0.5S

9 3

1'-1 3?" CL.

10 2," CL.

TOP 8

10

ESTIMATE OF QUANTITIES - ONE JOINT - 3', 4', & 5' SPANS

BILL OF REINFORCING STEEL

3' x 3'

4' x 4'

5' x 3'

5' x 4'

5' x 5'

5' x 6'

BAR

LOCATION

SHAPE NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT

5x1 SLAB & WALLS

3 13'-1

41

3 14'-1

44

3 15'-1

47

3 15'-1

47

3 15'-1

47

3 15'-1

47

5x2 FLOOR & WALLS

3 14'-5

45

3 17'-5

54

3 16'-5

51

3 18'-5

58

3 20'-5

64

3 22'-5

70

5y1 TOP & SIDES

15 4'-10

76

18 4'-10

91

17 4'-10

86

19 4'-10

96

21 4'-10

106

23 4'-10

116

5y2 BOTTOM

5

6'-2

32

6

6'-2

39

7

6'-2

45

7

6'-2

45

7

6'-2

45

7

6'-2

45

5z BOTTOM & FLOOR

5 2'-10

15

6 2'-10

18

7 2'-10

21

7 2'-10

21

7 2'-10

21

7 2'-10

21

TOTAL WEIGHT (LB)

209

246

250

267

283

299

TOTAL CONCRETE (CY)

1.5

1.8

1.8

1.9

2.0

2.2

1'-5

H + 1'-4 3'-8

1'-9 M IN. LAP

3'-8 H + 1'-4

1'-5 5?

1'-0 7

BENT BAR DETAILS

S + 2'-8 5x1 D=3

1'-5 D=2?

5x2

5x1 & 5x2

5z

NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

1'-5 D=2?

1'-0

1'-5 1

1

1'-6

5y1

1'-7

10

D=2?

1'-4

1'-1

1'-9?

5y2

CONCRETE PLACEMENT

BARREL SIZE

3' x 3' 4' x 4' 5' x 3' 5' x 4' 5' x 5' 5' x 6'

BARREL DIMENSION

A

B

C

8

10

9

8

10

9

8

10

9

8

10

9

8

10

9

8

10

9

BELL JOINT QUANTITES (CY)

FOOTING WALLS

SLAB

0.647

0.336

0.510

0.730

0.462

0.573

0.812

0.336

0.636

0.812

0.462

0.636

0.812

0.588

0.636

0.812

0.714

0.636

10 1'-1

SIDES 9

3

1'-8 5 8?

10 2

5x1

5y1

?" PREFORMED EXP. JOINT FILLER

TOP & SIDES - BARS 5y1

?" PREFORMED EXP. JOINT FILLER

5z

5y2

5x2

3

5 8? 1'-8

2 10

PERMISSIBLE CONSTRUCTION JOINT (`SEE SHEET CBJ`4-12`)

BOTTOM - BARS 5y2 & 5z

NOTES:

1. DIMENSIONS AND QUANTITIES SHOWN ARE BASED ON SLAB, FLOOR, AND WALL THICKNESSES (A, B, AND C, RESPECTIVELY). VALUES FOR THESE DIMENSIONS, UNDER VARYING FILL CONDITIONS, CAN BE FOUND ON THE RCB CULVERT BARREL DETAIL SHEETS.

2. CHANGE LENGTHS OF BARS 5x1, 5x2, 5z, AND ADJUST REINFORCING STEEL AND CONCRETE QUANTITIES ACCORDINGLY FOR SLAB, WALL, AND FLOOR THICKNESSES OTHER THAN SHOWN.

3. ALL BAR LENGTHS ARE ESTIMATED WITH A 2" CLEARANCE FROM CONCRETE EDGE TO OUTSIDE OF BAR, EXCEPT AS NOTED.

4. MATERIAL AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS OF I.D.O.T.

5. SEE SHEET RCB GI-12 FOR GENERAL INFORMATION, SPECIFICATIONS, AND DESIGN STRESSES. 6. BARREL FLOOR BARS m1 & m9 ARE TO BE SHORTENED 6" IN LENGTH AT BELL JOINTS.

07-13

Highway Division

STANDARD DESIGN

SINGLE REINFORCED CONCRETE BOX CULVERTS

APRIL, 2012

CULVERT BELL JOINTS

3', 4', & 5' SPANS

CBJ 1-12

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