Compaction Test Calculator
Calculate wet density, dry density, void ratio, and degree of saturation from Proctor compaction test data.
Inputs
ASTM D698: standard Proctor; ASTM D1557: modified Proctor (4.5× energy); field spec typically 95% max dry density
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
How to Use This Calculator
- Enter wet soil weight (lbs) and mold volume (ft³) from your Proctor test sample.
- Set measured moisture content (%) and soil specific gravity (Gs).
- Review Wet Density, Dry Density (pcf), Degree of Saturation (%), and Void Ratio.
- Compare dry density to the Proctor maximum to calculate compaction percentage.
How the result changes with Mold Volume
| Mold Volume | Dry Density | Zero Air Void Density |
|---|---|---|
| 0.02 | 188 pcf | 126.5 pcf |
| 0.04 | 86.1 pcf | 126.5 pcf |
| 0.07 | 52.1 pcf | 126.5 pcf |
| 0.09 | 39.2 pcf | 126.5 pcf |
What each input means
- Wet Soil Weight
- Weight of wet compacted soil specimen per ASTM D698 (Standard Proctor) or ASTM D1557 (Modified Proctor). Standard Proctor: 3-layer, 25 blows/layer; Modified: 5-layer, 25 blows at higher energy for heavy compaction.
- Mold Volume
- Volume of the compaction mold. Standard Proctor mold is 1/30 ft³ (0.0333 ft³ or 944 cm³).
- Moisture Content
- Water content of the soil by weight percentage per ASTM D2216, determined by oven-drying at 110°C. Sandy soils: optimal typically 8–14%; clayey soils: 15–25% at Proctor optimum.
- Specific Gravity (Gs)
- Specific gravity of soil solids. Sand ≈ 2.65; clay ≈ 2.70; organic soil ≈ 2.40-2.55.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersWet Soil Weight = 4, Mold Volume = 0.0333, Moisture Content = 12, Specific Gravity (Gs) = 2.68 = 4 input(s) provided
- Calculate Dry DensityDry Density107.3 = 107.3
- Calculate Zero Air Void DensityZero Air Void Density126.5 = 126.5
- Calculate Wet DensityWet Density120.1 = 120.1
- Calculate Degree of SaturationDegree of Saturation57.5 = 57.5
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