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Calculate cubic yards for supported shapes or known volume, then estimate order volume, weight, bags, truck loads, and material cost from editable assumptions.
Enter your values, then calculate to see a verified result.
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Versioned calculationFormula v3.2.0
Calculate cubic yards for supported shapes or known volume, then estimate order volume, weight, bags, truck loads, and material cost from editable assumptions.
Review the shape or known volume, depth units, repeated sections, waste, density, bag weight, truck capacity, and price.
Material density, moisture, compaction, bag yield, and supplier truck capacity vary. Use the raw volume to verify geometry and confirm purchase assumptions locally.
Three supported shapes6 in = 0.5 ft27 ftยณ = 1 ydยณOrder after the entered allowance. Raw volume, weight, bags, truck loads, and cost remain visible.
Review the shape or known volume, depth units, repeated sections, waste, density, bag weight, truck capacity, and price.
Material density, moisture, compaction, bag yield, and supplier truck capacity vary. Use the raw volume to verify geometry and confirm purchase assumptions locally.
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Content package, legacy implementation, formulas, units, boundary behavior, sources, and fixtures are reviewed separately before release.
These records describe the published model and reference tests. A test-case count is not a certification of every possible input or an independent specialist review. Editorial policy
2026-09-23 - Added the unified premium result bridge, task-specific interpretation, source boundary, and refreshed semantic answer coverage.
These published examples are separate from the configured definition fixtures and any additional automated assertions. Expected values use the stated output units; invalid inputs are intended to be rejected.
| Case | Inputs | Expected result |
|---|---|---|
| Twenty by ten by four inches | raw_yards=2.4691358, order_yards=2.4691358, estimated_cost=111.111111 | |
| Known volume with allowance | raw_yards=10, order_yards=11, truck_loads=2, estimated_cost=440 |
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Choose the shape, enter dimensions and select units. Depth is the most common source of error: convert inches to feet before multiplying. Show raw volume in cubic feet and cubic yards, then keep waste-adjusted order quantity separate.
Continue with the Verify area. Check the footprint before adding depth.
Rectangular prism V=L x W x D. Cylinder V=ฯrยฒD. Triangular prism V=b x h/2 x D. For irregular excavation, split the footprint into sections or use average depth only when measurements support it.
Continue with the Estimate asphalt tons. Use a paving-specific density.
Cubic yards measure volume. Tons depend on bulk density, moisture, gradation and compaction. If a weight estimate is offered, name the selected material density and encourage confirmation with the supplier.
Excavation swell, settlement, compaction, uneven subgrade, spillage and supplier minimums affect delivered quantity. Concrete waste, soil shrinkage and gravel compaction are different processes; do not apply one universal factor to every material.
CalculatorGeek normalizes units before applying the named formula, retains working precision through intermediate steps and rounds the displayed result once. Inputs outside the supported domain must return a clear no-result or warning state; they must not be silently forced into a plausible-looking answer.
Calculates cubic yards to order, calculated volume, metric volume, and estimated weight from volume method, length, width, and depth with visible method, validation, precision, and limitations.
Solid volume converted to cubic yards x quantity x (1 + ordering allowance). Keep the result label, unit, selected mode, and stated limitations together when sharing the answer.
Exactly 27 cubic feet.
Divide inches by 12.
It depends on material density and moisture.
Keep the raw result, then apply project and supplier requirements.
Only when it reasonably represents a measured uneven area.
Implementation validation covers the method, units, source record, and published verification cases. Official or primary sources control where policies or standards change.
NIST SI unit guidance - https://www.nist.gov/pml/special-publication-811
USDA NRCS engineering resources - https://www.nrcs.usda.gov/resources/guides-and-instructions/engineering
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