RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER
| Size In. | Pressure¹ Class psi. | Normal Thickness In. | Laying Condition | ||||
|---|---|---|---|---|---|---|---|
| Type 1 Trench | Type 2 Trench | Type 3 Trench | Type 4 Trench | Type 5 Trench | |||
| Minimum Depth of Cover ²- ft. | |||||||
| 3 | 350 | 0.25 | 78 | 88 | 99 | 100§ | 100§ |
| 4 | 350 | 0.25 | 53 | 61 | 69 | 85 | 100§ |
| 6 | 350 | 0.25 | 26 | 31 | 37 | 47 | 65 |
| 8 | 350 | 0.25 | 16 | 20 | 25 | 34 | 50 |
| 10 | 350 | 0.26 | 11* | 15 | 19 | 28 | 45 |
| 12 | 350 | 0.28 | 10* | 15 | 19 | 28 | 44 |
| 14 | 250 300 350 |
0.28 0.30 0.31 |
** ** ** |
11* 13 14 |
15 17 19 |
23 26 27 |
36 42 44 |
| 16 | 250 300 350 |
0.30 0.32 0.34 |
** ** ** |
11* 13 15 |
15 17 20 |
24 26 28 |
34 39 44 |
| 18 | 250 300 350 |
14 17 19 |
** ** ** |
10* 13 15 |
14 17 19 |
22 26 28 |
31 36 41 |
| 20 | 250 300 350 |
0.33 0.36 0.38 |
** ** ** |
10 13 15 |
14 17 19 |
22 26 28 |
30 35 38 |
| 24 | 200 250 300 350 |
0.33 0.37 0.40 0.43 |
** ** ** ** |
8* 11 13 15 |
12 15 17 19 |
17 20 24 28 |
25 29 32 37 |
| 30 | 150 200 250 300 350 |
0.34 0.38 0.42 0.45 0.49 |
** ** ** ** ** |
- 8* 11 12 15 |
9 12 15 16 19 |
14 16 19 21 25 |
22 24 27 29 33 |
| 36 | 150 200 250 300 350 |
0.38 0.42 0.47 0.51 0.56 |
** ** ** ** ** |
- 8* 10 12 15 |
9 12 14 16 19 |
14 15 18 20 24 |
21 23 25 28 32 |
| 1 - | Ductile-iron pipe is 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. (See ANSI/AWWA C150/A21.50 for design formulae.) 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 depths of cover. |
| § - | Calculated maximum depth of cover exceeds 100 ft. |
| * - | Minimum allowable depth of cover is 3 ft. |
| ** - | For pipe 14 in. and larger, consideration should be given to the use of laying conditions other than type 1. |