
Flowable fill is a self-compacting, self-leveling low-strength cementitious material used as fill or backfill where compacted granular fill is hard to place. ACI Committee 229 calls it controlled low-strength material (CLSM).
This calculator covers one straight trench or rectangular void. Enter the trench dimensions, deduct any round pipe inside the fill, and keep the measured volume, planning volume, and rounded order quantity as separate lines.
How much flowable fill do you need?
You need enough flowable fill to occupy the trench void after the pipe volume is removed. The calculator multiplies trench length by width by fill depth, subtracts the cylindrical pipe volume, and returns the net volume in cubic metres and litres in metric mode, or in cubic yards and cubic feet in imperial mode.
The calculator starts the planning allowance at 0%, so the first result stays a checkable measurement. A planning volume, a whole-unit order quantity, and a mixer-load split appear only as separate lines after that measurement.
Record net volume first, planning volume second, order quantity third, and mixer loads last. Each stage has a different source and can change for a different reason.
| Result | Calculation | What you must confirm |
|---|---|---|
| Gross trench volume | Trench length x width x fill depth | Straight section, dimensions, depth, and units |
| Pipe deduction | Pipe count x pi x (outside diameter / 2)^2 x pipe length | Outside diameter, count, length in the trench, and full fit inside the fill |
| Net volume | Gross volume - pipe volume | Measured void before any allowance |
| Planning volume | Net volume x (1 + entered allowance / 100) | Reason and evidence for the allowance |
| Order quantity | Planning volume rounded up to the next whole cubic metre or cubic yard | Supplier selling unit and confirmed order basis |
| Mixer loads | Order quantity / entered usable mixer capacity, rounded up | Capacity confirmed for the actual delivery plan |
When should you use this flowable fill calculator?
Use it for one straight trench or rectangular void filled to a uniform depth, with round pipes of a single diameter. Run separate calculations when the width, depth, pipe diameter, mixture, placement day, or allowance basis changes.
| Project condition | Calculator method | Record to keep |
|---|---|---|
| Straight trench, no pipe | Leave pipe diameter blank | Section limits and fill depth source |
| Straight trench, one pipe | Enter outside diameter and pipe length | Pipe size, length in the trench, and fit check |
| Several identical pipes | Enter the pipe count for that diameter and length | Count, diameter, and length for the whole group |
| Pipes of different diameters | Calculate each diameter group separately | Separate deduction lines by diameter |
| Several trench sections | Calculate each section and add unrounded net volumes | Sketch and section identifiers |
| Tapered, sloped, curved, or stepped trench | Use governing cross-sections or a surface model | Approved geometry and takeoff method |
| Pipe partly above the fill depth | Do not use a full-cylinder deduction | Segment geometry for the filled portion only |
Which measurements do you need?
You need the trench length, width, and fill depth for the same straight section, plus the pipe record when a pipe runs through the fill. Measure in the units printed beside the fields and record where each dimension came from.
Trench length, width, and fill depth
Measure the limits of the void that will receive flowable fill. Fill depth is the depth of fill in that section, measured from the base of the fill to the top of the fill. A drawing, specification, or responsible project person controls the required top level. The calculator does not select it.
Pipe outside diameter
Enter the outside diameter, not the nominal or inside diameter. The full pipe body displaces fill, so an inside diameter understates the deduction. Leave the field blank when no pipe runs through the fill.
Pipe length in the trench
Enter the length of pipe that sits inside the measured section. When the field is blank and a diameter is entered, the calculator uses the full trench length. Check that assumption before using the result for a pipe that stops short of a section end or continues past it.
Number of identical pipes
Use the count only when every pipe in the group has the same outside diameter and the same length in the trench. Calculate pipes of different diameters as separate groups, then add the unrounded deductions.
What formulas does the calculator use?
The calculator converts fill depth and pipe diameter to the base length unit, then works in full precision and displays up to 3 decimal places.
Gross volume = trench length x trench width x fill depth
Pipe volume = pipe count x pi x (pipe outside diameter / 2)^2 x pipe length in trench
Net volume = gross volume - pipe volume
Planning volume = net volume x (1 + allowance % / 100)
Order quantity = ceiling(planning volume) to the next whole primary unit
Whole loads = ceiling(order quantity / entered usable mixer capacity)
| Displayed conversion | Relationship | Calculator use |
|---|---|---|
| Cubic feet to cubic yards | 27 ft3 = 1 yd3 | Imperial net, gross, pipe, planning, and order volumes |
| Cubic metres to litres | 1 m3 = 1,000 L | Metric net equivalent |
| Cubic yards to cubic metres | 1 yd3 = 0.764554857984 m3 | Unit switching and cross-checks |
| Cubic metres to cubic yards | 1 m3 = 1.307950619 yd3 | Unit switching and cross-checks |
NIST Handbook 44 Appendix C supplies the cited volume relationships. Unit switching converts populated dimensions and capacity, clears the displayed result, and requires a fresh calculation in the selected units.
Worked imperial example
A straight trench is 120 ft long, 2.5 ft wide, and 42 in deep. One 12 in outside-diameter pipe runs the full 120 ft length. The project record supports a 5% allowance, and the delivery plan confirms 9.5 yd3 as the usable capacity for each mixer.
- Fill depth in feet: 42 / 12 = 3.5 ft.
- Gross volume: 120 x 2.5 x 3.5 = 1,050 ft3.
- Pipe volume: pi x (1 / 2)^2 x 120 = 94.248 ft3.
- Net volume: 1,050 - 94.248 = 955.752 ft3, or 35.398 yd3.
- Planning volume: 35.398 x 1.05 = 37.168 yd3.
- Order quantity: 37.168 rounded up = 38 yd3.
- Mixer loads: 38 / 9.5 = 4 loads, with a final load of 9.5 yd3.
Measured result: 35.398 yd3 and 955.752 ft3. The 5% allowance and the 9.5 yd3 capacity are example inputs for this trench and delivery plan. They do not describe another trench or another producer.
Worked metric example
The same physical trench, measured in metric units, is 36.576 m long, 0.762 m wide, and 106.68 cm deep. One 30.48 cm outside-diameter pipe runs the full 36.576 m length, with the same 5% allowance.
- Fill depth in metres: 106.68 / 100 = 1.0668 m.
- Gross volume: 36.576 x 0.762 x 1.0668 = 29.733 m3.
- Pipe volume: pi x (0.3048 / 2)^2 x 36.576 = 2.669 m3.
- Net volume: 29.733 - 2.669 = 27.064 m3, or 27,064 L.
- Cross-check: 27.064 x 1.30795 = 35.398 yd3, matching the imperial example.
- Planning volume: 27.064 x 1.05 = 28.417 m3.
- Order quantity: 28.417 rounded up = 29 m3.
Measured result: 27.064 m3 and 27,064 L. The metric fixture is an independent recomputation from metric dimensions, not a conversion of the imperial result.
Why is there no compaction factor in this calculator?
NRMCA CIP 17 states that flowable fill is placed with minimal effort, needs no vibration or tamping, and hardens with minimal subsidence. A soil-compaction factor carried over from granular backfill therefore does not belong in this calculation.
Use the allowance field only for a documented project reason, such as measured overbreak, irregular trench walls, or spillage on that section. Record the reason beside the percentage. A compaction factor, a swell factor, and a shrinkage factor describe different material states, and none of them is added here by default.
How should allowance and mixer loads be recorded?
Allowance starts at 0%. Add a percentage only when the project record supports it for that section. Keep the net volume visible, so a reviewer can change the allowance without losing the measured geometry.
Mixer loads appear only when you enter a usable capacity for the actual delivery plan. CIP 31 guidance cites a typical truck mixer capacity band of 8 to 12 yd3. That band is context. They do not set the capacity for a specific producer, vehicle, mixture, route, or site. The load split is illustrative: it assumes each earlier load uses the full entered capacity. Confirm the dispatch schedule with the producer.
Check and sign the delivery ticket, as CIP 31 directs the purchaser to do. Record the mixture designation, the future-excavation expectation stated at order, the delivery address, the placement location, and any schedule change or special occurrence.
Common flowable fill calculation mistakes
- Entering inches in a feet field or centimetres in a metres field.
- Entering a nominal or inside pipe diameter instead of the outside diameter.
- Skipping the pipe deduction, or deducting the pipe from a gross volume that already excluded it.
- Using a full-cylinder deduction for a pipe that rises above the fill depth.
- Applying one average width or depth across abrupt trench changes.
- Adding a soil-compaction, swell, or shrinkage factor to a self-leveling fill.
- Treating a general 5% or 10% allowance as a project requirement.
- Rounding every trench section before adding the total.
- Rounding the order quantity down to the planning volume.
- Using a generic truck capacity instead of the capacity confirmed for the delivery plan.
- Treating a calculated volume as a mix selection, a strength design, or a trench safety approval.
Questions about flowable fill quantity
Does this calculator choose the flowable fill mix?
It calculates quantity only. Mixture strength, excavatability, aggregate, admixtures, and setting behaviour sit with the drawings, specifications, producer, and responsible project people. State the future-excavation expectation when specifying or ordering, as CIP 17 directs.
Can this calculator give a weight or a price?
It gives volume, because flowable fill is ordered by volume as discharged. Weight needs a product-specific density record for the selected mixture and material state, and price needs a current quote for the exact product, quantity, delivery address, and validity period. Neither value is published here as a universal factor.
What happens when the pipe diameter is larger than the trench width or fill depth?
The calculator rejects the entry. A full-cylinder deduction is valid only when the whole pipe cross-section sits inside the fill zone. A partly exposed pipe needs a segment calculation for the filled portion, handled as a separate takeoff.
Does the allowance field cover over-excavation on every trench?
It applies one user-entered percentage to the net volume of this section. Overbreak varies by trench, soil, excavation method, and measurement stage. Record the reason for the percentage used on each section, and measure again when the trench changes.
Can the mixer-load result set the delivery schedule?
It is a planning check from the capacity you enter. Vehicle availability, mixture, route, site access, plant operation, legal loading, and dispatch practice can change the confirmed schedule. Use the producer-confirmed plan for the pour.
Can workers enter the trench to measure or place the fill?
CIP 17 notes that manual compaction is not needed and that placing flowable fill does not require people to enter the excavation. Follow the site safety plan for measurement, access, and placement on the specific project.
Sources and scope
- NRMCA CIP 17: Flowable Fill Materials: CLSM definition; self-compacting and self-leveling placement; no vibration or tamping; hardens with minimal subsidence; future-excavation expectation to state when ordering; accessed 15 October 2026.
- NRMCA CIP 31: Ordering Ready Mixed Concrete: material sold by volume as discharged; purchaser order detail; delivery ticket check; accessed 31 July 2026.
- NIST Handbook 44 (2026), Appendix C: cubic-foot, cubic-yard, litre, and cubic-metre relationships; accessed 28 July 2026.
- NIST Guide to the SI, Appendix B: metric and US customary conversion relationships; accessed 28 July 2026.
Source scope: NRMCA CIP 17 supports the CLSM definition and the minimal-subsidence distinction. NRMCA CIP 31 supports volume-based ordering and the delivery-ticket check. NIST supports the stated conversions. Project drawings, specifications, surveys, supplier records, product data, local rules, and responsible people control the mixture, depth, material state, order, transport, and work plan.
Review note: Calculation logic and independent automated fixtures passed internal review. Saleem Sial is the research and editorial owner. Waseem Sial, External Reviewer and Engineer, is listed for ongoing external review; no completed review date is claimed.