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Fastite Joint Push-Bar Pipe

Maximum Depths of Cover for Minimum Pressure Classes

Ductile Iron Pipe ANSI/AWWA C151/A21.51

2 1 1 3 4 Ft Pb Max Depths Of Cover Print

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) 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.