ImperialCalcs · Contractor field tools
Material Estimate
Sonotube Footing
Cylinder Ø 1.5 ft × 60″ deep · 10% waste
| Item | Quantity | Unit rate | Amount |
|---|---|---|---|
| 80 lb bags | 17 bag | $7.98 | $135.66 |
- Materials
- $135.66
- Estimate total
- $135.66
Concrete & Masonry
For sonotube footing at 18 in diameter × 60 in deep, the estimate includes 10% waste. Allow 0.36 cubic yards (9.72 cubic feet), or 17 bags at 80 lb each.
Live material estimate
Cylinder Ø 1.5 ft × 60″ deep · 10% waste
Total cubic yards
0.36 yd³
9.72 ft³ · 1.77 ft²
Estimated weight
0.646 US short tons
1,292.7 lb · 2,000 lb per ton
Bulk with delivery$184.40
Lowest bag total$135.66
Store bags save $48.74.
Planning price $165.00 per cubic yard. Confirm local rates and minimums.
ImperialCalcs · Contractor field tools
Cylinder Ø 1.5 ft × 60″ deep · 10% waste
| Item | Quantity | Unit rate | Amount |
|---|---|---|---|
| 80 lb bags | 17 bag | $7.98 | $135.66 |
| Diameter × depth | Depth | Cubic yards | Short tons | 80 lb bags |
|---|---|---|---|---|
| Ø 8 × 36 in | 36 in | 0.04 | 0.08 | 2 |
| Ø 10 × 36 in | 36 in | 0.07 | 0.12 | 3 |
| Ø 12 × 36 in | 36 in | 0.1 | 0.17 | 5 |
| Ø 12 × 48 in | 48 in | 0.13 | 0.23 | 6 |
| Ø 16 × 48 in | 48 in | 0.23 | 0.41 | 11 |
| Ø 18 × 60 in | 60 in | 0.36 | 0.65 | 17 |
| Ø 8 × 24 in | 24 in | 0.03 | 0.05 | 2 |
| Ø 8 × 30 in | 30 in | 0.04 | 0.06 | 2 |
| Ø 8 × 42 in | 42 in | 0.05 | 0.09 | 3 |
| Ø 8 × 48 in | 48 in | 0.06 | 0.1 | 3 |
| Ø 8 × 60 in | 60 in | 0.07 | 0.13 | 4 |
| Ø 8 × 72 in | 72 in | 0.09 | 0.15 | 4 |
| Ø 10 × 24 in | 24 in | 0.04 | 0.08 | 2 |
| Ø 10 × 30 in | 30 in | 0.06 | 0.1 | 3 |
| Ø 10 × 42 in | 42 in | 0.08 | 0.14 | 4 |
| Ø 10 × 48 in | 48 in | 0.09 | 0.16 | 4 |
| Ø 10 × 60 in | 60 in | 0.11 | 0.2 | 5 |
| Ø 10 × 72 in | 72 in | 0.13 | 0.24 | 6 |
| Ø 12 × 24 in | 24 in | 0.06 | 0.11 | 3 |
| Ø 12 × 30 in | 30 in | 0.08 | 0.14 | 4 |
| Ø 12 × 42 in | 42 in | 0.11 | 0.2 | 6 |
| Ø 12 × 60 in | 60 in | 0.16 | 0.29 | 8 |
| Ø 12 × 72 in | 72 in | 0.19 | 0.34 | 9 |
| Ø 14 × 24 in | 24 in | 0.09 | 0.16 | 4 |
| Ø 14 × 30 in | 30 in | 0.11 | 0.2 | 5 |
| Ø 14 × 36 in | 36 in | 0.13 | 0.23 | 6 |
| Ø 14 × 42 in | 42 in | 0.15 | 0.27 | 7 |
| Ø 14 × 48 in | 48 in | 0.17 | 0.31 | 8 |
| Ø 14 × 60 in | 60 in | 0.22 | 0.39 | 10 |
| Ø 14 × 72 in | 72 in | 0.26 | 0.47 | 12 |
| Ø 16 × 24 in | 24 in | 0.11 | 0.2 | 6 |
| Ø 16 × 30 in | 30 in | 0.14 | 0.26 | 7 |
| Ø 16 × 36 in | 36 in | 0.17 | 0.31 | 8 |
| Ø 16 × 42 in | 42 in | 0.2 | 0.36 | 9 |
| Ø 16 × 60 in | 60 in | 0.28 | 0.51 | 13 |
| Ø 16 × 72 in | 72 in | 0.34 | 0.61 | 16 |
| Ø 18 × 24 in | 24 in | 0.14 | 0.26 | 7 |
| Ø 18 × 30 in | 30 in | 0.18 | 0.32 | 9 |
| Ø 18 × 36 in | 36 in | 0.22 | 0.39 | 10 |
| Ø 18 × 42 in | 42 in | 0.25 | 0.45 | 12 |
| Ø 18 × 48 in | 48 in | 0.29 | 0.52 | 13 |
| Ø 18 × 72 in | 72 in | 0.43 | 0.78 | 20 |
| Ø 20 × 24 in | 24 in | 0.18 | 0.32 | 8 |
| Ø 20 × 30 in | 30 in | 0.22 | 0.4 | 10 |
| Ø 20 × 36 in | 36 in | 0.27 | 0.48 | 12 |
| Ø 20 × 42 in | 42 in | 0.31 | 0.56 | 14 |
| Ø 20 × 48 in | 48 in | 0.36 | 0.64 | 16 |
| Ø 20 × 60 in | 60 in | 0.44 | 0.8 | 20 |
| Ø 20 × 72 in | 72 in | 0.53 | 0.96 | 24 |
| Ø 24 × 24 in | 24 in | 0.26 | 0.46 | 12 |
Measure the inside diameter of the form and the full height of concrete inside it, including any tube above finished grade. A widened base has a different cross section. Sketch that base and calculate its volume separately, ending the straight cylinder where the enlargement begins. If several holes differ in depth, calculate each type separately. Add their unrounded volumes before converting to whole bags.
Use dimensions from the approved footing detail. The IRC foundation provisions tie footing support to soil conditions, and local frost criteria affect the detail. A diameter calculated from a material quantity gives no information about allowable load or bearing capacity. Before setting tubes, confirm the required bearing surface, excavation depth and inspection sequence with the local authority. Recheck the pour height after the forms have been braced.
Start with the geometry for 18 in diameter × 60 in deep. The footprint is π × (1.5 ft ÷ 2)², which gives 1.77 square feet. Convert the depth to the same unit before multiplying. Dividing 60 inches by twelve gives 5 feet. The footprint times that depth gives 8.84 cubic feet in place. Keep the full precision on the worksheet and round only the displayed result. For a tapered section, measure enough cross sections to represent the change in area.
The current worksheet adds 10% for handling and variation. Multiplying the measured volume by 1.1 produces 9.72 cubic feet to order. Divide that value by twenty-seven to convert to 0.36 cubic yards. A yard is three feet in each direction, which accounts for all twenty-seven cubic feet. If your supplier quotes a different order increment, round the final combined project quantity up to the next increment it actually sells.
For weight, the model uses 3591 pounds per cubic yard. Applying that density to the order gives 1293 pounds. Dividing by two thousand gives 0.65 US short tons. Treat weight as a planning estimate. Moisture, source material and packing affect actual loads. Obtain the supplier’s density before using a takeoff to plan hauling, and use the carrier’s verified payload limits when arranging delivery.
One 80 lb bag covers 0.6 cubic feet under this model. Dividing the unrounded order volume by the bag yield and rounding upward gives 17 bags. Look at the measured yield on the product label when changing brands. A bag’s weight and the volume it contributes to the finished job describe different quantities. If the store stocks multiple sizes, each row is a complete alternative for the same job. Choose one size or prepare a separate mixed-size order.
The bulk allowance uses $165.00 per cubic yard and a delivery fee of $125.00. For this worksheet that gives $184.40 delivered, compared with $135.66 for the least expensive bag option. Get an itemized local quote covering minimum loads, delivery distance, tax and placement. Include any equipment or extra trips in your own comparison. A small change in the delivery charge can reverse the result on a modest job.
Measure the inside diameter of the form and the actual concrete fill height.
Estimate bell bases, pads and any other change in section separately from the straight shaft.
Use the footing dimensions on the approved plan. The local building department can confirm frost protection requirements for your site.
Record each distinct tube size. Combine unrounded concrete volumes before rounding a multi-hole order to bags.
Allow 0.36 cubic yards (9.72 cubic feet), or 17 bags at 80 lb each. The estimate includes 10% waste.
A one-foot inside diameter and four-foot fill height enclose 3.14 cubic feet. With 10% waste, allow 3.46 cubic feet, or six 80 lb bags at the listed yield.
Use the inside diameter of the form or the measured diameter of a straight cylindrical hole. Diameter is the full distance across the circle.
Multiply the unrounded volume of one hole by the number of identical holes. Round an order to whole bags after combining the volumes.
The tool measures the concrete required by a given geometry. Use the approved footing diameter, bearing detail and frost protection requirements for the site.