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Restrained Joint Pipe

Mechanical Joint Coupled Joint Pipe

The Mechanical Joint (MJ) Coupled Joint offers a method of providing joint restraint with a standard mechanical joint socket of a pipe, fitting, valve or other product. It is available in sizes 4" through 12" with a pressure rating of 350 psi and deflection capability up to 2 1⁄2°, and in 14" through 54" with a pressure rating of 250 psi intended for installation in essentially straight alignment. Check AMERICAN if larger sizes or greater deflections are desired. The MJ Coupled Joint is commonly used as a method of joint restraint for mechanical joint all-bell fittings and especially to restrain MJ valves.

The joint material consists of a standard mechanical joint gasket and a standard ductile iron joint gland. The restraint gland1 is ductile iron and is factory assembled on the pipe behind a welded-on 1⁄2" square alloy steel retaining ring. All MJ Coupled Joint restraining hardware is recommended to be Type 304 stainless steel. Tee-head bolts are special-length bolts.

Note: It is sometimes possible to provide for field-cutting and positive, even “drop-in” field-adaptable restraint in restrained piping areas by using modified MJ Coupled joints where the weld ring and restraint gland are intentionally moved farther away from the joint, and the standard short studs of the joint are replaced by longer threaded rods in the field. Threaded rods, of course, can also be cut to suit in the field. Similar effect can also be accomplished utilizing standard fabricated, stuffing-box couplings and similarly modified “Coupling Gland Ends.” Contact AMERICAN for additional information on this.

1.) The restraint gland for 30"-54" sizes is a substantially rectangular cross-section ductile iron gland.

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Maximum Depths of Cover

for Minimum Pressure Classes of Ductile Iron Pipe ANSI/AWWA C151/A21.51

This table tabulates the maximum depth of cover for the five types of laying conditions, along with corresponding nominal wall thickness and maximum rated working pressure, all for minimum pressure classes of ductile iron pipe. Taken from the table that follows, it is offered as a convenience for quickly checking the capabilities of minimum pressure classes of ductile iron pipe under a given set of conditions.

For the majority of internal pressure and external loading conditions, minimum pressure classes are more than adequate and possess substantial safety factors.

Size
(in.)

Pressure
Class

Thickness
(in.)

Laying Conditions
Maximum Depth of Cover in Feet1

Type 1

Type 2

Type 3

Type 4

Type 5

4

350

0.25

53

61

69

85

1004

6

350

0.25

26

31

37

47

65

8

350

0.25

16

20

25

34

50

10

350

0.26

112

15

19

28

45

12

350

0.28

102

15

19

28

44

14

250

0.28

see3

112

15

23

36

16

250

0.3

see3

112

15

24

34

18

250

0.31

see3

102

14

22

31

20

250

0.33

see3

10

14

22

30

24

200

0.33

see3

82

12

17

25

30

150

0.34

see3

-

9

14

22

36

150

0.38

see3

-

9

14

21

42

150

0.41

see3

-

9

13

20

48

150

0.46

see3

-

9

13

20

54

150

0.51

see3

-

9

13

20

60

150

0.54

see3

52

9

13

20

64

150

0.56

see3

52

9

13

20

1.) An allowance for single H-20 truck with 1.5 impact factor is included for all sizes and all depths of cover.

2.) Minimum allowable depth of cover is 3’. For depths less than 3’, consult AMERICAN.

3.) Laying condition Type 1 is limited to 12" and smaller pipe. For 14" and larger pipe, laying condition Type 1 should not be used.

4.) Calculated maximum depth of cover exceeds 100’.

Maximum Depths of Cover

for All Pressure Classes of Ductile Iron Pipe ANSI/AWWA C151/A21.51

This table lists maximum depths of cover for the five types of laying conditions for all standard pressure classes; also tabulated are the corresponding nominal wall thickness and maximum rated working pressure. (Note: Although not listed in the following table, ductile iron pipe for working pressures higher than 350 psi is available. Consult AMERICAN regarding specific conditions involved.)

Size
(in.)

Pressure
Class
psi5

Nominal
Thickness
(in.)

Laying Conditions
Maximum Depth of Cover in Feet6

Type 1

Type 2

Type 3

Type 4

Type 5

4

350

0.25

53

61

69

85

1008

6

350

0.25

23

31

37

47

65

8

350

0.25

16

20

25

34

50

10

350

0.26

117

15

19

28

45

12

350

0.28

107

15

19

28

44

14

250

0.28

see9

117

15

23

36

14

300

0.3

see9

13

17

26

42

14

350

0.31

see9

14

19

27

44

16

250

0.31

see9

117

15

24

34

16

300

0.32

see9

13

17

26

39

16

350

0.34

see9

15

20

28

44

18

250

0.31

see9

107

14

22

31

18

300

0.34

see9

13

17

26

36

18

350

0.36

see9

15

19

28

41

20

250

0.33

see9

10

14

22

30

20

300

0.36

see9

13

17

26

35

20

350

0.38

see9

15

19

28

38

24

200

0.33

see9

87

12

17

25

24

250

0.37

see9

11

15

20

29

24

300

0.4

see9

13

17

24

32

24

350

0.43

see9

15

19

28

37

30

150

0.34

see9

-

9

14

22

30

200

0.38

see9

88

12

16

24

30

250

0.42

see9

11

15

19

27

30

300

0.45

see9

12

16

21

29

30

350

0.49

see9

15

19

25

33

36

150

0.38

see9

-

9

14

21

36

200

0.42

see9

88

12

15

23

36

250

0.47

see9

10

14

18

25

36

300

0.51

see9

12

16

20

28

36

350

0.56

see9

15

19

24

32

42

150

0.41

see9

-

9

13

20

42

200

0.47

see9

8

12

15

22

42

250

0.52

see9

10

14

17

25

42

300

0.57

see9

12

16

20

27

42

350

0.63

see9

15

19

23

32

48

150

0.46

see9

-

9

13

20

48

200

0.52

see9

8

11

15

22

48

250

0.58

see9

10

13

17

24

48

300

0.64

see9

12

15

19

27

48

350

0.7

see9

15

18

22

30

54

150

0.51

see9

-

9

13

20

54

200

0.58

see9

8

11

14

22

54

250

0.65

see9

10

13

16

24

54

300

0.72

see9

13

15

19

27

54

350

0.79

see9

15

18

22

30

60

150

0.54

see9

57

9

13

20

60

200

0.61

see9

8

11

14

22

60

250

0.68

see9

10

13

16

24

60

300

0.76

see9

13

15

19

26

60

350

0.83

see9

15

18

22

30

64

150

0.56

see9

27

9

13

20

64

200

0.64

see9

8

11

14

21

64

250

0.72

see9

10

13

16

24

64

300

0.8

see9

12

15

19

26

64

350

0.87

see9

15

17

21

29

5.) These pipes are adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. Ductile iron pipe for working pressures higher than 350 psi is available.

6.) An allowance for a single H-20 truck with 1.5 impact factor is included for all sizes and all depths of cover.

7.) Minimum allowable depth of cover is 3’. For depths less than 3’, consult AMERICAN.

8.) Calculated maximum depth of cover exceeds 100’.

9.) Laying condition Type 1 is limited to 12" and smaller pipe. For 14" and larger pipe, laying condition Type 1 should not be used.

For other conditions not covered in these tables see AWWA C150 or consult AMERICAN for design of pipe thickness. Special thickness classes may be appropriate in such cases.

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