Fill & Backfill Calculator — m to m³, tonnes, trucks, cost

Dimensions in m, cm · Volume in m³ · Weight in tonnes · Truck loads · Compaction factor
EN 13242 / EN 1997
Switch to Imperial version →

How to use this calculator

Calculate volume, weight, and truck loads for fill and backfill in metric. Three shapes: rectangle, trench, or around a foundation. Select material type with preset density and apply a compaction/shrinkage factor (15–25%) to determine loose volume to order.

Materials — Clean fill (1.4 t/m³), structural fill (1.6 t/m³), gravel (1.65 t/m³), sand (1.55 t/m³), clay (1.5 t/m³), topsoil (1.25 t/m³).
Compaction — Loose fill compacts by 15–25%. Order extra to reach required compacted volume per EN 13242.

Clean fill 1.4 t/m³ Gravel 1.65 t/m³ Sand 1.55 t/m³ 15–25% shrinkage ~10 m³/truck
Area Shape & Dimensions
Typical: 15–30 cm landscape fill · 0.5–1.2 m foundation backfill
Material & Compaction
Loose fill compacts by this percentage — order extra.
%
Diagram
Optional sections:
$Cost
delivered material cost
Results
Volume
Compacted Volume (in-place)
Loose Volume to Order
Volume in litres
L
Weight & Delivery
Weight
tonnes
Weight (kg)
kg
Truck Loads (~10 m³)
trucks

Saved Calculations

TimeShapeMaterialCompact m³Loose m³TonnesTrucksCost
No saved calculations

How to Calculate Fill and Backfill (Metric)

This calculator estimates volume, weight, and truck loads for fill and backfill operations in metric units. Supports rectangular areas, trenches, and foundation backfill. Material densities per EN 13242 include clean fill, structural fill, gravel, sand, clay, and topsoil.

Formulas

Compacted volume = L × W × depth. Loose volume = compacted × (1 + shrinkage%). Weight = loose volume × density (t/m³). Truck loads = ceil(loose volume / 10 m³). Foundation backfill = (outer L × W − foundation L × W) × depth.

FAQ

Why order extra? Loose fill compacts 15–25% during placement and compaction. Order loose volume, not compacted volume.
How many m³ per truck? Standard dump truck ~10 m³, large tipper ~14–16 m³. Weight limits may reduce volume for heavy materials like gravel.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design, geotechnics. Full bio →