Compacted volume
Calculate the final volume using length, width, depth, area or thickness.
Calculate how many cubic meters of fill material you need for a site, platform or trench. Estimate compacted volume, loose material, approximate weight and required truck loads.
Calculate the final volume using length, width, depth, area or thickness.
Apply an additional factor to estimate the material required before compaction.
Estimate material weight and truck loads using the selected truck capacity.
Calculate how many cubic meters of fill material are required to achieve a target compacted volume and estimate weight and truck loads.
The factor and density are completed automatically according to the material, but they can be changed.
First determine the final volume that the fill must occupy after compaction. For a rectangular shape, multiply length, width and depth.
When the surface area is already known, multiply the area by the required thickness. The calculator automatically converts the thickness entered in centimeters to meters.
An additional percentage is then applied to estimate the reduction in volume that may occur during placement and compaction.
Compacted volume
Volume = length × width × depth
Estimated loose material
Loose material = compacted volume × (1 + additional factor)
The compacted volume is:
12 × 5 × 0.50 = 30 m³
After applying a 20% additional factor, approximately 36 m³ of loose material would be required.
With an additional 5% allowance, the recommended total would be approximately 37.8 m³.
Using trucks with a usable capacity of 10 m³, approximately 4 truck loads would be required.
Actual quantity may vary according to moisture, particle size, initial density, material source and hauling conditions.
Layer thickness, compaction equipment, number of passes and required final density also affect the quantity needed.
Uneven ground, contamination, losses and difficult access may increase material consumption.
This tool does not guarantee final density, bearing capacity or fill stability.
Structural fills, platforms, pavements and foundation areas may require material specifications, laboratory testing, moisture control and field compaction tests.
In Panama, rainfall, moisture content, drainage, access and material availability can affect fill and compaction productivity.
Platforms, structural fills, subdivisions, pavements and site preparation projects should be reviewed according to the actual material and project specifications.
Visit MG Architecture & EngineeringLoose volume is the material volume before compaction. Compacted volume is the final space occupied after the material has been placed, spread and compacted.
Material loses air voids and decreases in volume during placement and compaction. An initial loose volume greater than the target compacted volume is therefore generally required.
It depends on material type, moisture, particle size, initial density, layer thickness, equipment and required final density. The automatic values are preliminary references and should be technically verified.
The recommended total loose material volume is divided by the usable truck capacity. The result is rounded up because a partial final load still requires an additional trip.
Not necessarily. Actual capacity may be restricted by weight limits, material density, moisture, road regulations, site access and vehicle safety requirements.
Yes. Select trench backfill and enter length, width and depth. If pipes or other elements occupy part of the trench, their volume should be deducted separately.
Multiply length × width × depth to calculate the compacted volume in cubic meters. Then apply the additional compaction factor and, when appropriate, an extra allowance to estimate the total loose fill material required.
Multiply the surface area by the required fill thickness. For example, 100 m² with 0.20 m of fill equals 20 m³ of compacted volume before adding compaction and waste allowances.
No. Final density depends on material properties, moisture, placement method, equipment, number of passes and field controls. Testing may be required when specified by the project.