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Sewer Line Question
Fri Aug 01, 2008 10:44 pm by jacbson
What would be the best way to handle this? We are realigning an existing 36" RCP sewer line that currently has about 2' of cover. The new sewer will need to be installed beneath an access road that frequently has loading trucks.

Would it be better to just use a reinforced concrete jacket around the pipe or use a higher class of concrete pipe? How much more strength does a jacket provide?

jack

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