Soil Visual Classification Assistant

ASTM D2488

Step 1 of 7

Color, odor & texture

Step 2 of 7

Major soil constituent (>50% by weight)

Table 1 — Grain size reference
ConstituentSize limitsFamiliar example
Boulder≥ 12 in. (305 mm)Larger than basketball
Cobbles3–12 in. (76–305 mm)Grapefruit
Coarse Gravel¾–3 in. (19–76 mm)Orange or lemon
Fine Gravel4.75 mm–¾ in.Grape or pea
Coarse Sand2 mm–4.75 mmRock salt
Medium Sand0.42 mm–2 mmSugar, table salt
Fine Sand0.075 mm–0.42 mmPowdered sugar
Fines< 0.075 mm

Step 3 of 7

Minor constituents

Add each secondary constituent with its estimated proportion. Trace = 0–10%, Little = 10–20%, Some = 20–30%, And = 30–50%.

Step 4 of 7

Particle distribution & shape (coarse-grained)

Step 5 of 7

Dry strength, dilatancy & toughness (fine-grained)

A low-to-medium toughness with non-plastic-to-low plasticity points to a silty soil; otherwise it's clayey — this feeds the ML/CL/MH/CH call on the next step.

Step 6 of 7

Moisture condition

Step 7 of 7

Field classification

Generated as a field-note aid per ASTM D2488 visual-manual procedure. Confirm with laboratory testing (Atterberg limits, gradation) before using in design.