The AMERICAN Fastite joint, furnished in sizes 4” to 64”, is a flexible, rubber ring compression-type joint used extensively in underground service for water, sewage or other liquids. It has the proven long-life and high-strength qualities inherent in pipe produced centrifugally in accordance with AWWA C151.
In addition, this significant AMERICAN development, a dependable, single gasket, push-on type joint meeting the requirements of AWWA C111, affords the customer lower joint cost and time-saving advantages in installation.
Fastite joint pipe provides exceptional strength and flexibility and has been widely accepted by engineers, contractors and utility officials since the 1950s. For added flexibility during construction, and for possible elimination of bends, a liberal 5° allowable deflection is standard in all sizes through 30", offering 21" offset in a 20’ length of pipe. Liberal deflection can also be provided in larger diameter pipe with standard and special Fastite deflection bells.
The patented AMERICAN Fastite joint embodies many advanced design features and is rated for a water working pressure of 350 psi. For specific conditions, ductile iron piping with this joint has been approved for higher pressure conditions. The socket, which is scientifically designed with two gasket recesses and a dividing buttress, is manufactured to close tolerances so that the gasket is self-centered, securely confined, and firmly compressed for a permanent, tight, trouble-free joint. The Fastite joint seal, bubble-tight under vacuum and external pressure, becomes even tighter with the application of internal pressure due to a specially designed wedging surface in the socket.
The Fastite joint pipe bell opening is slightly tapered to provide easy entry of the pipe end; the flared socket design permits liberal joint deflection. The plain end of the pipe is tapered or rounded to facilitate entry into the bell and self-centering in the gasket. On pipe cut in the field, the plain end can be easily beveled and smoothed by the use of a portable grinding wheel or other suitable apparatus. A stripe is painted on the plain end of AMERICAN Fastite joint pipe to provide a visual means of checking the joint alignment and to assure proper insertion.
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 | Pressure | Thickness | Laying Conditions | ||||
---|---|---|---|---|---|---|---|
Type 1 | Type 2 | Type 3 | Type 4 | Type 5 | |||
4 | 350 | 0.25 | 53 | 61 | 69 | 85 | 100 4 |
6 | 350 | 0.25 | 26 | 31 | 37 | 47 | 65 |
8 | 350 | 0.25 | 16 | 20 | 25 | 34 | 50 |
10 | 350 | 0.26 | 11 2 | 15 | 19 | 28 | 45 |
12 | 350 | 0.28 | 10 2 | 15 | 19 | 28 | 44 |
14 | 250 | 0.28 | see 3 | 11 2 | 15 | 23 | 36 |
16 | 250 | 0.3 | see 3 | 11 2 | 15 | 24 | 34 |
18 | 250 | 0.31 | see 3 | 10 2 | 14 | 22 | 31 |
20 | 250 | 0.33 | see 3 | 10 | 14 | 22 | 30 |
24 | 200 | 0.33 | see 3 | 8 2 | 12 | 17 | 25 |
30 | 150 | 0.34 | see 3 | - | 9 | 14 | 22 |
36 | 150 | 0.38 | see 3 | - | 9 | 14 | 21 |
42 | 150 | 0.41 | see 3 | - | 9 | 13 | 20 |
48 | 150 | 0.46 | see 3 | - | 9 | 13 | 20 |
54 | 150 | 0.51 | see 3 | - | 9 | 13 | 20 |
60 | 150 | 0.54 | see 3 | 5 2 | 9 | 13 | 20 |
64 | 150 | 0.56 | see 3 | 5 2 | 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’.
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 | Pressure | Nominal | Laying Conditions | ||||
---|---|---|---|---|---|---|---|
Type 1 | Type 2 | Type 3 | Type 4 | Type 5 | |||
4 | 350 | 0.25 | 53 | 61 | 69 | 85 | 1004 |
6 | 350 | 0.25 | 23 | 31 | 37 | 47 | 65 |
8 | 350 | 0.25 | 16 | 20 | 25 | 34 | 50 |
10 | 350 | 0.26 | 113 | 15 | 19 | 28 | 45 |
12 | 350 | 0.28 | 103 | 15 | 19 | 28 | 44 |
14 | 250 | 0.28 | see5 | 113 | 15 | 23 | 36 |
14 | 300 | 0.3 | see5 | 13 | 17 | 26 | 42 |
14 | 350 | 0.31 | see5 | 14 | 19 | 27 | 44 |
16 | 250 | 0.31 | see5 | 113 | 15 | 24 | 34 |
16 | 300 | 0.32 | see5 | 13 | 17 | 26 | 39 |
16 | 350 | 0.34 | see5 | 15 | 20 | 28 | 44 |
18 | 250 | 0.31 | see5 | 103 | 14 | 22 | 31 |
18 | 300 | 0.34 | see5 | 13 | 17 | 26 | 36 |
18 | 350 | 0.36 | see5 | 15 | 19 | 28 | 41 |
20 | 250 | 0.33 | see5 | 10 | 14 | 22 | 30 |
20 | 300 | 0.36 | see5 | 13 | 17 | 26 | 35 |
20 | 350 | 0.38 | see5 | 15 | 19 | 28 | 38 |
24 | 200 | 0.33 | see5 | 83 | 12 | 17 | 25 |
24 | 250 | 0.37 | see5 | 11 | 15 | 20 | 29 |
24 | 300 | 0.4 | see5 | 13 | 17 | 24 | 32 |
24 | 350 | 0.43 | see5 | 15 | 19 | 28 | 37 |
30 | 150 | 0.34 | see5 | - | 9 | 14 | 22 |
30 | 200 | 0.38 | see5 | 84 | 12 | 16 | 24 |
30 | 250 | 0.42 | see5 | 11 | 15 | 19 | 27 |
30 | 300 | 0.45 | see5 | 12 | 16 | 21 | 29 |
30 | 350 | 0.49 | see5 | 15 | 19 | 25 | 33 |
36 | 150 | 0.38 | see5 | - | 9 | 14 | 21 |
36 | 200 | 0.42 | see5 | 84 | 12 | 15 | 23 |
36 | 250 | 0.47 | see5 | 10 | 14 | 18 | 25 |
36 | 300 | 0.51 | see5 | 12 | 16 | 20 | 28 |
36 | 350 | 0.56 | see5 | 15 | 19 | 24 | 32 |
42 | 150 | 0.41 | see5 | - | 9 | 13 | 20 |
42 | 200 | 0.47 | see5 | 8 | 12 | 15 | 22 |
42 | 250 | 0.52 | see5 | 10 | 14 | 17 | 25 |
42 | 300 | 0.57 | see5 | 12 | 16 | 20 | 27 |
42 | 350 | 0.63 | see5 | 15 | 19 | 23 | 32 |
48 | 150 | 0.46 | see5 | - | 9 | 13 | 20 |
48 | 200 | 0.52 | see5 | 8 | 11 | 15 | 22 |
48 | 250 | 0.58 | see5 | 10 | 13 | 17 | 24 |
48 | 300 | 0.64 | see5 | 12 | 15 | 19 | 27 |
48 | 350 | 0.7 | see5 | 15 | 18 | 22 | 30 |
54 | 150 | 0.51 | see5 | - | 9 | 13 | 20 |
54 | 200 | 0.58 | see5 | 8 | 11 | 14 | 22 |
54 | 250 | 0.65 | see5 | 10 | 13 | 16 | 24 |
54 | 300 | 0.72 | see5 | 13 | 15 | 19 | 27 |
54 | 350 | 0.79 | see5 | 15 | 18 | 22 | 30 |
60 | 150 | 0.54 | see5 | 53 | 9 | 13 | 20 |
60 | 200 | 0.61 | see5 | 8 | 11 | 14 | 22 |
60 | 250 | 0.68 | see5 | 10 | 13 | 16 | 24 |
60 | 300 | 0.76 | see5 | 13 | 15 | 19 | 26 |
60 | 350 | 0.83 | see5 | 15 | 18 | 22 | 30 |
64 | 150 | 0.56 | see5 | 23 | 9 | 13 | 20 |
64 | 200 | 0.64 | see5 | 8 | 11 | 14 | 21 |
64 | 250 | 0.72 | see5 | 10 | 13 | 16 | 24 |
64 | 300 | 0.8 | see5 | 12 | 15 | 19 | 26 |
64 | 350 | 0.87 | see5 | 15 | 17 | 21 | 29 |
1 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.
2 An allowance for a single H-20 truck with 1.5 impact factor is included for all sizes and all depths of cover.
3 Minimum allowable depth of cover is 3’. For depths less than 3’, consult AMERICAN.
4 Calculated maximum depth of cover exceeds 100’.
5 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.