Compacted backfill = excavation − structures. To fill 90 m³ compacted you need 90 ÷ (1 − 10% shrinkage) = 100 m³ of soil as it lies in the ground, which is 125 m³ loose in trucks (25% swell) and weighs about 180 t.
Free Account Required
Sign up free with your email or Google to use this calculator. It takes under a minute and unlocks every calculator on the site.
Weight = bank × density = 180.0 t; loads = ⌈125.0 ÷ 10.0⌉ = 13
Scan to open this calculationThe code links to this calculator with your inputs, so anyone can scan it with a phone camera and see the same result. Save it for a report, a site board or WhatsApp.Test copy: this code opens the live site, myconstructioncalculator.com, so it works on a phone once the site is launched.
Results are estimates for planning and material ordering only. They are not a substitute for structural design or approval by a qualified engineer. Read the full disclaimer.
Use test results from your site where you have them.
Bags of Soil per Cubic Yard
Bag size
Bags per cubic yard
0.75 ft³
36
1 ft³
27
1.5 ft³
18
2 ft³
14
40 L
20
50 L
16
Frequently Asked Questions
How do I calculate backfill quantity?
Take the excavation volume and subtract everything built inside it below ground: footings, walls, pipes, tanks, blinding. The rest is the compacted backfill volume.
What is the difference between bank, loose and compacted volume?
Bank is soil as it lies in the ground. Loose is the same soil after digging (bigger, because it swells). Compacted is the volume after rolling (usually smaller than bank, because it shrinks).
How much extra fill should I order?
Divide the compacted volume by (1 − shrinkage) to get bank volume, then multiply by (1 + swell) for the loose volume you buy or haul. For common earth that is about 1.4 × the compacted volume.
How many bags of soil are in a cubic yard?
A cubic yard is 27 ft³ (765 L), so 27 bags of 1 ft³, 18 bags of 1.5 ft³, about 14 bags of 2 ft³, 36 bags of 0.75 ft³ or 20 bags of 40 L.
How do I calculate cubic yards of dirt?
Multiply length × width × depth in feet and divide by 27. An area 20 × 10 ft filled 6 in (0.5 ft) deep is 100 ft³ ÷ 27 = 3.7 yd³. Order extra for settling if the soil will be compacted.