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| Class | Common Soil-Type Description | Geological Soil Classification | Probe Values ft.-lb. (NM) | Typical Blow Count "N" per ASTM-D1586 |
|---|---|---|---|---|
| 0 | Sound hard rock, unweathered (bedrock) | Granite, Basalt, Massive Limestone | N.A. | N.A. |
| 1 | Very dense and/or cemented sands; coarse gravel and cobbles | Caliche, (Nitrate-bearing gravel/rock) | over 60 (85 - 181) |
60-100+ |
| 2 | Dense fine sands; very hard silts and clays (may be preloaded) | Basal till; boulder clay; caliche; weathered laminated rock | over 50 (68 - 85) |
45-60 |
| 3 | Dense sands and gravel; hard silts and clays | Glacial till; weathered shales, schist, gneiss and siltstone | 42 - 50 56 - 68 |
35-50 |
| 4 | Medium dense sand and gravel; very stiff to hard silts and clays | Glacial till; hardpan; marls | 33 - 42 (45 - 56) |
24-40 |
| 5 | Medium dense coarse sands and sandy gravels; stiff to very stiff silts and clays | Saprolites, residual soils | 25 - 33 (34 - 45) |
14-25 |
| 6 | Loose to medium dense fine to coarse sands to stiff clays and silts | Dense hydraulic fill; compacted fill; residual soils | 17 - 25 (23 - 34) |
7-14 |
| **7 | Loose fine sands; Alluvium; loess; medium - stiff and varied clays; fill | Flood plain soils; lake clays; adobe; gumbo, fill | 8 - 17 (11 - 23) |
4-8 |
| **8 | Peat, organic silts; inundated silts, fly ash very loose sands, very soft to soft clays | Miscellaneous fill, swamp marsh | under 8 (0 - 11) |
0-5 |
Class 1 soils are difficult to probe consistently and the ASTM blow count may be of questionable value.
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