Excavation Volume Calculator — ft to yd³, truck loads, cost

Dimensions in feet, inches · Bank & loose volume in yd³ · Swell factor · Truck loads & cost
OSHA 29 CFR 1926 Subpart P
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How to use this calculator

Select an excavation shape (rectangular, trapezoidal with sloped sides, circular, or trench), enter dimensions in feet, inches and fractions, and choose the soil type to apply the correct swell factor. Results update instantly with bank volume (in-ground), loose volume (after excavation), weight, and truck loads.

Swell factor — excavated soil expands when removed from the ground. Clay swells 30-40%, sand 10-15%, rock 40-60%. The calculator applies this factor automatically to compute hauling volume.
Cost — price per cubic yard or per truck load for disposal.

Clay swell 35% Sand swell 12% Rock swell 50% 1 yd³ soil ≈ 2,200 lb 10 yd³ truck
Excavation Shape & Dimensions
ft in
ft in
ft in
Excavated soil expands — select type to auto-apply swell factor
Diagram
Plan View 20 ft 15 ft Cross Section
Optional sections:
$Excavation Cost
Choose pricing method:
$
Typical: $30-75/yd³ depending on soil
yd³
Standard: 10-12 yd³ single axle · 14-18 yd³ tandem
Results
Excavation Volume
Bank Volume (in-ground)
--
yd³
Loose Volume (after swell)
--
yd³
Swell Factor
--
%
Weight (approx.)
--
tons
Truck Loads
--
loads

Saved Calculations

TimeShapeSoilBank yd³Loose yd³TrucksCost
No saved calculations

How to Calculate Excavation Volume

This excavation calculator estimates bank volume (in-ground, undisturbed) and loose volume (after excavation with swell) in cubic yards. Enter dimensions in feet, inches and fractions for four common shapes: rectangular pit, trapezoidal (sloped sides for safety per OSHA 29 CFR 1926 Subpart P), circular (wells, piers), and trench (utilities, footings).

Swell Factor Explained

When soil is excavated, it breaks apart and occupies more space than in its original compacted state. This increase is called the swell factor. Loose Volume = Bank Volume × (1 + Swell%). Typical values: Clay 30-40%, Sand/Gravel 10-15%, Topsoil 20-30%, Rock 40-60%, Shale 35-45%. Always use loose volume for trucking calculations.

Formulas

Rectangular: L × W × D ÷ 27 = yd³. Trapezoidal: L × ((Top W + Bottom W) / 2) × D ÷ 27. Circular: π × r² × D ÷ 27. Trench: L × W × D ÷ 27. Average soil weight: 2,200 lb/yd³ bank (varies by type).

FAQ

How many truck loads for a basement? A typical 30×40×8 ft basement = 356 yd³ bank. With 25% swell = 444 yd³ loose. At 10 yd³/truck = 45 loads. Why use trapezoidal shape? OSHA requires sloped sides in excavations deeper than 5 ft (1.5:1 slope for Type C soil). What is bank vs loose volume? Bank = undisturbed soil in-ground; loose = same soil after excavation, expanded due to swell.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

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