Selection Guide for Subgrade Stabilization
Recommended GeosyntheticsClick on Product for CSI Spec | |||||
|
|
Moisture Content |
Best |
Better |
Good | |
Very Weak - CBR<0.5Sink to knees |
Saturated |
1 |
|
| |
Weak - 0.5<CBR<1.5 |
Saturated |
1 |
| ||
Sink to ankles |
Partially Saturated |
| |||
Moderate - 1.5<CBR<3.0 |
Saturated |
RS380i |
1 | ||
Pickup ruts 1 inch |
Partially Saturated |
RS380i | |||
Firm - CBR>3.0 |
Saturated |
||||
Dump truck ruts 1-3" |
Partially Saturated |
RS380i | |||
|
|
Optimum Moisture |
||||
1 - Project specific evaluation required, contact your local TenCate Region Engineer
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