s0eebuch
Mechanical
- Sep 24, 2004
- 71
This seems an obvious question, but I can't seem to confirm the obvious answer....
In my mind, a casing pipe would be required when the anticipated loads (soil + road bed + traffic) exceed the maximum allowable which the carrier pipe can support.
So, I assume casing pipe requirements are a function of depth? Say I specifiy an increased carrier pipe thickness? Could I then omit the need for a carrier pipe? At what depth does the anticpated load become a concern?
Anyone with VDOT experience or Railroad experience, feel free to chime in.
Thanks!
In my mind, a casing pipe would be required when the anticipated loads (soil + road bed + traffic) exceed the maximum allowable which the carrier pipe can support.
So, I assume casing pipe requirements are a function of depth? Say I specifiy an increased carrier pipe thickness? Could I then omit the need for a carrier pipe? At what depth does the anticpated load become a concern?
Anyone with VDOT experience or Railroad experience, feel free to chime in.
Thanks!