Ron - on some jobs, wouldn't it be possible to develop a relationship based on a sufficient number of tests on the same soil type to determine a correlation between soaked CBR and unsoaked CBR. On many construction jobs where there is quite a bit of fill being placed, you don't have time, necessarily, to run a full "soaked" CBR. Had this in Laos - I wanted to determine correlations but we ended up doing the soak anyway . . . Of course, if the soil type changes, then the correlations wouldn't be valid.