If the depth recommended by Sajit cannot be fullfilled or you have limitations in this regard,then the carrier pipe may be reinforced by installing sleeves, such as repair sleeves. Note; that it is recommended to conduct calculations. Crossings shall be designed for the highest total loading expected. API RP1102 is a good document to refer to
Khaled Mahmoud
--- sviswan@technip.com wrote:
>
> A metre depth from the TOP to grade is normal. The
> governing consideration
> should be the dia of the pipe, thickness, the max
> wheel load at the load
> crossing. There is one software called CROSSI, that
> I had seen, that did
> the loading check for road crossing. Your civil
> people would be able to
> help you with this.
>
> Sajit
>
>
> Save a tree...please don't print this e-mail unless
> you really need to.
>
>
Received on Thu Jan 17 10:26:00 2008
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