Example 1 — 10×10 ft slab
- 10 × 10 × 0.33 ft
- +5% waste
- 0 deductions
1.28 yd³
How much concrete for a 10×10×0.33 ft slab at 5%? 34.65 ft³ → 1.28 yd³.
Enter length, width, and thickness in the header unit. In feet, a 4-inch thickness is about 0.33 ft, not 4. The calculator multiplies the three sizes and the count, adds waste, and subtracts deductions. A 10×10×0.33 ft slab at 5% is 1.28 yd³. A 30×1.5×1 ft footing at 10% is 1.83 yd³. Six 1×1×4 ft posts at 5% are 0.93 yd³.
Enter length, width, thickness, and the count. The result appears here.
Volume = length × width × thickness × count × (1 + waste/100), minus deductions. Related: mortar and cement in mortar. Article: how much concrete to order.
The concrete calculator finds the volume to order. The formula multiplies length, width, thickness, and count, then by (1 + waste/100), and subtracts any deduction. The result does not go below zero. In feet, a 4-inch thickness is about 0.33 ft, not 4.
A 10×10×0.33 ft slab at 5% waste is 33 ft³ plus 1.65 ft³, which is 1.28 yd³. A 30×1.5×1 ft footing at 10% is 1.83 yd³. Six 1×1×4 ft posts at 5% are 0.93 yd³. Twelve 4×1×0.5 ft treads at 8% are 0.96 yd³.
Slab, footing, and posts use the same formula. Only the field labels change. Enter length, width, and thickness in the header unit. Count, deduction, waste, and price are optional. An empty count means one piece. An empty waste field means 0%.
Mortar for a bed is on the mortar page, and cement in a mix is on cement in mortar. Paint is on another page, because that result is area. Sand and gravel under a slab are on separate volume calculators.
Five percent waste on 33 ft³ is an extra 1.65 ft³. With a pump and an uneven base, some mix stays outside the form. Dry-mix bags are a different product on the mortar-bags page. Entering 4 in a foot field makes a 4 ft slab.
Enter 10, 10, and 0.33, set 5%, and match 1.28 yd³. Then 30, 1.5, and 1 at 10%: the footing is 1.83 yd³.
V = max(0, L × W × H × count × (1 + waste/100) − deduction)
In feet, a 4-inch thickness is about 0.33 ft. A 10×10×0.33 ft slab at 5%: 10×10×0.33×1.05 = 34.65 ft³ = 1.28 yd³. A 30×1.5×1 ft footing at 10% is 1.83 yd³. This is order volume, not mix class.
Volume from three sizes, count, waste, and deduction. A 10×10×0.33 ft slab at 5% is 1.28 yd³.
1.28 yd³
How much concrete for a 10×10×0.33 ft slab at 5%? 34.65 ft³ → 1.28 yd³.
1.83 yd³
30×1.5×1 ft footing at 10% → 1.83 yd³. Without waste it is 1.67 yd³.
0.93 yd³
Six 1×1×4 ft posts at 5% → 0.93 yd³. One post without waste is 0.15 yd³.
0.96 yd³
4 × 1 × 0.5 × 12 × 1.08 = 25.92 ft³, which is 0.96 yd³.
1.54 yd³
30 × 4 × 0.33 × 1.05 = 41.58 ft³, which is 1.54 yd³.
1.68 yd³
20 × 1.5 × 1.5 × 1.05 − 2 = 45.25 ft³, which is 1.68 yd³.
6.34 yd³
20 × 16 × 0.5 × 1.07 = 171.2 ft³, which is 6.34 yd³. That volume fits in one truck of about 10 yd³.
1.10 yd³
3 × 3 × 1.5 × 2 × 1.10 = 29.7 ft³, which is 1.10 yd³. Without waste, it would be 1.00 yd³.
Multiply length × width × thickness × count, then by (1 + waste/100), and subtract deductions. A 10×10×0.33 ft slab at 5% → 1.28 yd³.
1.28 yd³ (34.65 ft³). Without waste the slab is 1.22 yd³. In feet, a 4-inch thickness is about 0.33, not 4.
No. It reports volume in yd³ (and truck-load hints). Bagged dry-mix counts and the plant order stay with the supplier or a bags page.
No. Here you get concrete volume. Cement-in-mortar and mortar bags live on separate construction cards.
Yes. Enter the sizes, waste, and optional deduction, and you see cubic yards at once. No account required.
The calculator multiplies length × width × thickness × count, then by (1 + waste/100), and subtracts deductions. The result never goes below zero. A 10×10×0.33 ft slab at 5% is 1.28 yd³.
Waste first, then the deduction. At 20×1.5×1.5 ft, 5% waste, and a 2 ft³ deduction, the result is 1.68 yd³.
In feet, enter about 0.33, not 4. Entering 4 would make a 4 ft slab. A 10×10×0.33 ft slab at 5% is 1.28 yd³.
It multiplies one piece before waste. An empty field means 1. Six 1×1×4 ft posts at 5% are 0.93 yd³.
Usually 5–10%. An empty field means 0%. A 33 ft³ slab at 5% is 34.65 ft³ (1.28 yd³). An uneven base is often nearer 10%.
An indicative delivery count at about 10 yd³ per truck, rounded up. A 6.34 yd³ driveway fits in one truck. Real capacity depends on the plant.
Same L×W×H formula. Only the field labels change. A 30×1.5×1 ft footing at 10% is 1.83 yd³.
No. It is the volume to order. Mix class, pump, and truck capacity need a separate talk with the plant.
On the cement-in-mortar page or the mortar-bags page. This page stays concrete volume. Bagged dry mix is a different product from ready-mix.
Yes. 0.33 and 0,33 are the same thickness in feet. A 10×10×0.33 ft slab at 5% still gives 1.28 yd³.
Concrete volume is a rectangular box volume plus waste. Volume units below from NIST and the cubic yard / cubic meter definitions.
Page updated October 12, 2026.