Soil Density Calculator
Free soil density calculator — calculate soil density from a weighed sample with class bands. Includes live results, step-by-step working, charts, material takeoff and cost estimates. No sign-up.
Calculator
Density breakdown
| Item | Amount |
|---|---|
| DensityWeight ÷ volume | 110.0 lb/cu ft |
| Metric× 16.02 | 1,762 kg/cu m |
How to use this result
- Primary result: 110.00 lb/cu ft — verify it against a rough hand check before ordering.
- Read the steps section to see every conversion and the exact formula path.
- Use the breakdown table on the left as your order or bid checklist.
- Re-run with worst-case dimensions so the plan covers the whole job.
Results
Soil density
110.0lb/cu ft
Weight ÷ volume
1,762kg/cu m
× 16.02
Medium
By density band
Live results update as you type — currently showing 110.00 lb/cu ft. Replace the defaults with your own measurements for exact results.
Visualizations
Density vs bands (pcf)
Sample split
Formula
Soil density is sample weight over sample volume.
Variables
| Symbol | Name | Unit | Description |
|---|---|---|---|
| ρ | Density | lb/cu ft | Unit weight. |
| W | Weight | lb | Sample. |
| V | Volume | cu ft | Sample. |
Explanation
Weight over volume at full precision; bands classify the soil.
Step-by-Step Calculation
Follow each step to understand how the result is calculated from your inputs.
Apply ρ = W ÷ V.
Worked Examples
See how the calculator works with different scenarios.
Scenario
The calculation run on the values above, showing the full path rather than only the answer.
Inputs
Calculation
1. Apply ρ = W ÷ V. → ρ = 110.0 lb/cu ft (Medium (common earth))
Result
110.00 lb/cu ft
Interpretation
Probe every pad and trench, separate topsoil from spoil, and book trucks to the loose volume — not the bank figure.
Understanding Your Result
Your Result: Soil density: 110.0 lb/cu ft
Typical range: Pickup ~2 cu yd · dump truck 10–16 loose cu yd · trench 1 ft × 100 ft × 4 ft ≈ 15 bank cu yd.
What This Means
Your result is 110.00 lb/cu ft — the bank and loose volumes, truckloads and cost for your soil
Why It Matters
Earthwork is the first money spent and the easiest to misjudge: swell multiplies spoil, haul distances multiply cost, and rock stops everything. Quantities first keeps the site moving.
Professional Interpretation
Probe every pad and trench, separate topsoil from spoil, and book trucks to the loose volume — not the bank figure.
How this is calculated
Density is sample weight ÷ sample volume. Soil factors apply last; trucks round up.
What drives the result
The inputs in a single consistent unit and the allowance or price you apply.
Recommendations
- •Verify critical dimensions on site before ordering.
- •Keep one unit throughout each calculation.
- •Add the trade allowance before buying, not after.
- •Attach the step-by-step working to bids and records.
Educational Content
Introduction
Earthwork quantity is geometry with soil factors: bank volume from dimensions, loose with swell, compacted with shrinkage, trucks from payload.
Concept Explanation
Density is sample weight ÷ sample volume. Soil factors apply last; trucks round up.
Applications
Benefits
- •Bank, loose and compacted figures together
- •Swell and compaction factors built in
- •Truckloads rounded up for scheduling
- •Free, no sign-up, works on site from a phone
Limitations
- •Two-dimensional math unless stated otherwise — slopes and curves need the right tool
- •Results are only as good as the site measurements
- •Allowances and prices are estimates — confirm with local quotes
Best Practices
- •Measure twice and write measurements down before typing them in
- •Keep one unit throughout each calculation
- •Photograph the tape on large or disputed measurements
- •Re-run with worst-case numbers so the plan covers the whole job
Common Misconceptions
Practical Tips
- •Enter full measurements and let the tool round at the end.
- •Use the steps section to double-check the formula path.
- •Save or share the result link with the crew and the supplier.
- •Re-run with worst-case dimensions for a safe order.
Common Mistakes
Assumptions
This calculator makes the following assumptions to provide estimates:
Limitations
Be aware of these limitations when using this calculator:
Frequently Asked Questions
Answers to common questions about this calculator.
How do I find soil density?
Why does density matter?
Bank vs loose yards — what is the difference?
How accurate is this calculator?
What does the cost estimate include?
When do I need shoring or sloping?
How do I calculate excavation volume?
How much swell should I allow?
How many dump truck loads is my dig?
What does digging cost per yard?
When do trenches need shoring or sloping?
How wide should a utility trench be?
What is bedding stone and how much goes under pipe?
Can I reuse spoil as backfill?
How do I compact backfill properly?
What surprises hide underground?
How do I keep excavation quantities honest?
How do I measure correctly for the soil density calculator?
What units does the soil density calculator use?
How accurate is the soil density calculator?
Can I use the soil density calculator for bids and quotes?
Should I add waste or contingency to the result?
Why is my result different from my supplier quote?
Do I need a professional for this work?
How do I convert the result to other units?
What mistakes do beginners make with the soil density calculator?
Can I share the soil density calculator result with my crew or supplier?
Does the soil density calculator work on a phone at the job site?
How often should I re-run the soil density calculator?
What should I check before ordering materials?
Related Calculators
Explore more calculators related to this topic.
Related Guides
Deepen your understanding with these educational resources.
Bank vs loose yards, swell, and truck planning.
Step-by-step soil density calculator examples with real job-site numbers.
Reference tables, waste factors and coverage rates for excavation, earthwork & grading.
Glossary
Technical terms used in mortgage calculations explained in plain language.
- Bank cubic yard
- One cubic yard of undisturbed in-place material.
- Loose cubic yard
- Excavated material after swell — typically 20–35% more than bank.
- Swell
- Volume growth when soil is dug (20–35% for most soils, up to 50%+ for rock).
- Compaction
- Mechanical densification of placed fill, usually in 8–12 in lifts.
- Cut / fill
- Ground removed (cut) or placed (fill) to reach design grade.
- Spoil
- Excavated material not reused as fill.
- cu yd
- The primary unit reported by this calculator.
Authoritative References
Trusted sources and standards referenced by this calculator.
Applicable Standards
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Page Information
2026-09-23
2.0.0
Free to use for educational and professional purposes.