Calculate unit weight for pours, precast, or repairs confidently. Switch units fast. Apply air and compaction adjustments, then export results instantly for records today.
| Scenario | Mass (kg) | Volume (m³) | Compaction | Air (%) | Adjusted density (kg/m³) |
|---|---|---|---|---|---|
| Normal mix sample | 2400 | 1.00 | 1.00 | 2.0 | 2352 |
| Lightweight check | 1800 | 1.00 | 0.98 | 4.0 | 1693 |
| Heavyweight pour | 3200 | 1.00 | 1.02 | 1.5 | 3313 |
| Small batch | 120 | 0.05 | 1.00 | 2.0 | 2352 |
| Air-entrained mix | 2400 | 1.00 | 1.00 | 6.0 | 2256 |
These examples illustrate how air and compaction influence the adjusted estimate.
Base density: ρ = m / V
Adjusted density (optional field estimate):
ρadj = ρ × C × (1 − A/100)
Concrete density (often called unit weight) is a quick indicator of whether a batch matches design intent. It influences dead load calculations, lifting plans for precast elements, and quantity checks for ready-mix deliveries. When density trends low, it can signal higher air content, segregation, excess water, or incomplete consolidation.
Most normal-weight mixes commonly fall around 2,200–2,500 kg/m³. Lightweight mixes often target roughly 1,400–2,000 kg/m³ to reduce structural loads. Heavyweight concretes, used for radiation shielding or ballast, can exceed 2,600 kg/m³ and may approach 3,500 kg/m³ depending on aggregate selection.
Density is dominated by aggregate type and grading. Crushed stone and natural gravel generally produce higher unit weights than expanded shale, clay, or slag used in lightweight mixes. Well-graded aggregate packs more efficiently, reducing voids that would otherwise be filled with paste and air.
Higher water content can increase workability, but it may also promote bleeding and segregation, which lowers measured density in a bucket or mold. Paste-rich mixes may appear cohesive yet still exhibit lower unit weight if entrained air is elevated or the specimen is not properly rodded or vibrated.
Air reduces density because it replaces solid volume with voids. For quick estimating, each additional 1% of air can noticeably lower unit weight. Air entrainment improves freeze-thaw durability, but the associated density reduction should be accounted for when checking delivery tickets and comparing to historical baselines.
Consolidation affects the measured result as much as mix design. Under-roding, insufficient vibration, or delayed sampling traps voids and reports an artificially low density. Over-vibration can cause segregation in some mixes. The compaction factor in this calculator helps you model realistic field variation around a laboratory baseline.
A practical approach is to weigh a known-volume container filled with fresh concrete using consistent procedures. Repeating the test across trucks builds a density trend line for the project. If results drift outside your expected range, investigate changes in moisture corrections, admixture dosage, air content, or aggregate source.
This tool lets you compute density from mass and volume, or back-calculate mass or volume when one is unknown. Use the unit conversions to keep reports consistent across teams, and save the CSV/PDF outputs for daily pour logs. For best decisions, compare adjusted density and classification against your project’s acceptance targets.
They describe the same idea: mass per unit volume. In many construction contexts, “unit weight” is used operationally, while “density” is used in calculations. This calculator reports both conceptually through unit conversions.
Air bubbles replace solid material within the same volume. With less solid mass occupying the container, the measured mass drops, so mass divided by volume decreases. Higher air content generally means lower density.
Use “Density from mass and volume” when you can weigh a sample and know the container volume. Use “Mass from density and volume” when estimating truck payload. Use “Volume from mass and density” for yield checks.
Start with 1.00 for well-controlled sampling. If you suspect under-consolidation or difficult placement conditions, try 0.95–0.99 to model trapped voids. For highly consolidated specimens, 1.01–1.05 can represent tighter packing.
It may indicate a real mix change, moisture correction error, different aggregate source, or sampling technique issues. Confirm the container volume, scale calibration, and procedure consistency. Then review air content, water addition, and segregation signs.
The calculation is valid for any material when mass and volume are known, but field adjustments like air content and compaction are intended for fresh concrete estimates. For hardened samples, measure volume accurately and set adjustments to neutral values.
Run the calculation with recorded mass, volume, and assumptions, then export a PDF for the daily report. Attach the CSV to your quality log and note the sampling location, time, and any observed mix behavior.
Accurate density results support safer mixes and better builds.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.