Arizona3106
Geotechnical
- Feb 5, 2010
- 34
We normally just use the AWWA 10 point scale for soil samples collected from test borings to help provide some guidance on polywrap requirements. However, pipes are always bedded and shaded with select material. Therefore, is it appropriate to test the native soils in the trench to determine corrosivity potential, or could we just be testing the bedding and shade material?