Driveway Estimator
Plan base and surface layers for a durable gravel driveway.
Open Driveway EstimatorAggregate conversion
Convert volume to weight, or weight back to volume, with density matched to nine common bulk materials.
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Change the unit system, direction, or material and every value updates instantly.
Cubic yards describe space while tons describe mass. Designers usually measure an excavation or finished layer geometrically, making cubic yards natural for takeoffs. Quarries often sell from certified truck scales, making tons natural for billing. A reliable conversion connects those systems with bulk density: the weight of stone plus the voids between particles in a known volume.
One cubic yard equals 27 cubic feet. Multiply 27 by density in pounds per cubic foot to obtain pounds per cubic yard, then divide by 2,000 for US tons. The reverse conversion divides tonnage by tons per cubic yard. The calculator performs both directions instantly, but its accuracy still depends on selecting the material that most closely matches the actual quarry product.
Particle shape and grading influence bulk density. A blend containing several sizes can pack efficiently because small pieces fill spaces between large ones. Uniform open-graded stone retains more void space. Rounded and angular particles arrange differently, and crushed fines raise density when compacted. This is why a generic one-yard-equals-one-ton shortcut can create a costly shortage.
Moisture also matters. Surface water and absorbed moisture add scale weight, particularly in sand, topsoil, and fine aggregate. A quarry conversion may be based on a tested loose or compacted condition, while a published table provides a typical dry bulk value. For preliminary budgeting use the standard figure; for a large final order request the supplier's product-specific conversion.
| Material | lb/cu ft | kg/m³ | US tons/cu yd |
|---|---|---|---|
| Pea gravel | 105 | 1,680 | 1.42 |
| #57 stone | 100 | 1,600 | 1.35 |
| #411 stone | 95 | 1,520 | 1.28 |
| River rock | 100 | 1,600 | 1.35 |
| Decomposed granite | 106 | 1,700 | 1.43 |
| Base rock | 110 | 1,760 | 1.49 |
| Limestone | 97 | 1,550 | 1.31 |
| Sand | 100 | 1,600 | 1.35 |
| Topsoil | 75 | 1,200 | 1.01 |
In the United States, a ton normally means a short ton of 2,000 pounds. A British long ton is 2,240 pounds and should not be assumed unless expressly stated. A metric tonne is exactly 1,000 kilograms, equal to about 2,204.62 pounds or 1.1023 US tons. Writing the complete unit on purchase orders prevents mistakes when plans, suppliers, and equipment use different systems.
Pea gravel at 105 lb/ft³ weighs about 2,835 pounds or 1.42 US tons per cubic yard. #57 stone at 100 lb/ft³ is approximately 2,700 pounds or 1.35 tons. #411 at 95 lb/ft³ is about 1.28 tons. Dense base rock at 110 lb/ft³ reaches roughly 1.49 tons. These values are useful baselines rather than guaranteed load weights.
Sand can vary widely by moisture and gradation; a planning value near 100 lb/ft³ produces 1.35 tons per cubic yard. Screened topsoil may be closer to 75 lb/ft³, or about 1.01 tons per yard, but wet mineral soil can be substantially heavier. Never use a topsoil factor for stone or a clean-stone factor for saturated sand.
Compaction changes the amount of loose delivered material needed to achieve a finished volume. The target is commonly described as compacted cubic yards, while the truck carries loose tons. Add the specified shrink or compaction factor to the geometric volume before converting to weight. Do not multiply a second time if the supplier's quoted factor already includes that adjustment.
Truck payload limits can determine the practical order. A project may require multiple partial loads even when the volume fits visually, because dense stone reaches the legal weight first. Ask about minimum charges, maximum payload, split deliveries, and whether the scale ticket is included. Plan separate staging areas when different aggregates are required.
Record assumptions with every estimate: measured dimensions, finished depth, waste factor, material name, density, moisture basis, and unit definition. That short note lets a supplier verify the calculation and makes competing quotes comparable. Round up to the supplier's sale increment only after computing the unrounded requirement.
Density tables should never be mixed with solid-rock specific gravity. Bulk density includes the air voids between loose particles and is therefore the appropriate value for truckloads and placed layers. Solid density describes the mineral itself and produces a much higher, misleading weight if multiplied by the full project volume. Quarry conversion factors are usually bulk values, but confirm whether they describe loose or compacted material.
Keep adequate precision during calculation and round only at the purchase stage. Rounding every intermediate dimension, area, cubic-yard figure, and density factor can compound error. Two decimal places are generally enough for displayed residential estimates, while the calculator retains more precision internally. The final order then needs to be rounded upward to the supplier's half-ton, whole-ton, half-yard, or full-load increment.
When checking a delivered order, distinguish ordered quantity from payload. Scale tickets show gross vehicle weight, tare weight, and net aggregate weight. Multiple tickets should be added using the same unit. Volume cannot be proven from a scale ticket alone without an agreed density, just as weight cannot be proven from the dimensions of a loose pile alone. Using both records provides a useful reasonableness check.
A calculator built on published average density will not match a certified scale ticket exactly, and that is expected rather than a sign of an error. The published figure describes a typical range for the material category; the scale ticket describes one specific truckload on one specific day. Use the calculator to plan the order and set a budget, then treat the scale ticket as the final record for payment and inventory.
Before requesting a quote, write down the measured area, finished depth, material name, calculated loose quantity, allowance, and preferred delivery date. Tell the supplier what this specific project requires so the yard can check drainage, compaction, appearance, and traffic needs. Ask whether pricing is per ton or cubic yard, whether tax is included, and whether the conversion factor matches the selected product.
Confirm the minimum order, payload, haul charge, fuel surcharge, and sale increment for this material. Ask whether the driver can spread the load or must dump it in one safe location. Identify septic components, buried utilities, soft shoulders, overhead wires, gates, pavement limits, and a level staging area before delivery.
Keep the pile clean and separate from soil or other aggregate. Compare the scale ticket with the order, inspect the product before spreading it, and measure depth during placement. Early checks prevent a small unit or product error from affecting the whole project.
Measure perpendicular widths, average tapered sections, and divide changing depths into separate zones. Record whether each dimension describes excavation, loose placement, or the final compacted layer. Those volumes are not interchangeable.
Bulk density is an average affected by parent rock, grading, moisture, segregation, and handling. Replace the planning value with a supplier-tested factor when available. Structural, drainage-critical, permitted, or high-value work should follow its project documents.
Round only after checking the unrounded result. A small clean surplus is usually easier to manage than a shortage, but excessive contingency creates storage and disposal problems.
Use the live result as a starting point, then verify site conditions and the supplier's specification for this application. Apply one allowance, keep units explicit, and round to the available delivery increment.
Continue planning with estimate pea gravel coverage, calculate crushed stone quantities, convert sand yards to tons, convert topsoil yards to tons, calculate gravel volume from dimensions. Each linked tool uses the same transparent volume and density method.
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