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Calcimator

Compaction Test Calculator

Calculate wet density, dry density, void ratio, and degree of saturation from Proctor compaction test data.

Inputs

lbs

ASTM D698: standard Proctor; ASTM D1557: modified Proctor (4.5× energy); field spec typically 95% max dry density

ft³
%

ASTM D2216: sandy soil optimum ~10–14%; clay optimum ~15–25%; measure w=(Wwet–Wdry)/Wdry×100

Results

Dry Density

107.3 pcf

Zero Air Void Density

126.5 pcf

Wet Density120.1 pcf
Degree of Saturation57.5%
Void Ratio (e)0.56
How to Use This Calculator
  1. Enter wet soil weight (lbs) and mold volume (ft³) from your Proctor test sample.
  2. Set measured moisture content (%) and soil specific gravity (Gs).
  3. Review Wet Density, Dry Density (pcf), Degree of Saturation (%), and Void Ratio.
  4. Compare dry density to the Proctor maximum to calculate compaction percentage.
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