Thrust Blocks - Iowa DOT [PDF]

67. 2. 4. 7. 1 1. 16. 21. 27. 34. 42. 60. 92. 132. 1. 1. 2. 3. 4. 5. 7. 9. 1 1. 15. 24. 34. REVISION. 04-21-09. SHEET 1

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Idea Transcript


Thrust Block

Undisturbed

Extend thrust blocks to undisturbed soil. Excavation

Soil

into trench wall may be necessary.

Fitting Form vertical surfaces of poured concrete thrust blocks except on bearing surface. Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitting bolts. D

Bearing Surface (See Table)

Water Main

MINIMUM BEARING SURFACE (sf) Diameter of 18’’ min.

Bends

Pipe, D

Tees and

(inches) 11

TYPICAL SECTION

BENDS

TEES

22

45

90

Dead Ends

4

1

1

2

4

3

6

1

2

4

8

6

8

2

4

7

14

10

10

3

6

11

21

15

12

4

8

16

29

21

14

5

11

21

39

28

16

7

14

27

50

36

18

9

17

34

63

45

20

11

21

42

78

55

24

15

31

60

111

78

30

24

47

92

171

120

36

34

67

132

244

173

Minimum surface area based on water pressure of 150 psi and allowable soil pressure of 1,000 psf.

DEAD ENDS

CROSSES

FIGURE501 0. 1 01 SHEET 1 OF 2

REVISION

NEW

FIGURE 5010.101 STANDARD ROAD PLAN

04-21-09

WM-101 SHEET 1 of 2

REVISIONS:New. Replaces SUDAS Figure 5010.1

SUDAS DIRECTOR

TYPICAL PLAN

DESIGN METHODS ENGINEER

THRUST BLOCKS

CHANGES IN PIPE DEPTH

DEAD ENDS (ALTERNATE METHOD) Use only when allowed by the Engineer, or when specified in the contract documents.

B

Straps

Mechanical Joint Restrained Cap

Elbows with Restrained Joints

Retainer Gland A

Possible Pipe or Structure

Possible Valve 24’’ Min. 1.5 x D

min.

18’’ min. B

Anchor Block

18’’ min.

PLAN

A

Trench

Thrust Block

Retainer Gland

ELEVATION D

Turnbuckle Min. 1.5 X D

FIGURE 501 0. 1 01SHEET 2 OF 2

REVISION

Depth of Concrete Min. 1.5 X D

NEW

Hook

SECTION B-B

FIGURE 5010.101 STANDARD ROAD PLAN

04-21-09

WM-101 SHEET 2 of 2

REVISIONS:New. Replaces SUDAS Figure 5010.1.

SUDAS DIRECTOR

DESIGN METHODS ENGINEER

SECTION A-A THRUST BLOCKS

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