Bucket Capacity & Productivity Calculator

Model struck and heaped bucket volumes with confidence. Convert to payload using density and swell. Plan cycles, passes, costs, and safe rated loads easily.

Basics
Units + Method
Bucket type is descriptive; calculations use your geometry and factors.
Use Advanced if your bucket tapers and has a strong curved profile.
Bucket Geometry
Struck Capacity
Accounts for curvature and non-rectangular interior when using Simple mode.
Advanced geometry inputs
Advanced model estimates average width from sidewall taper, then applies curvature and lip factors.
Heaped Model
Heap Profile
Use Angle of repose for a quick physics-based heap estimate.
Example: 0.20 = 20% heaped above struck.
Heap height is capped to (cap ratio × back height) to avoid unrealistic heaps.

Fill & Conditions
Effective volume = capacity × fill × adhesion × moisture.
Material
Density + Swell
Presets are typical; override to match your site data.
Bank volume per cycle = loose volume ÷ swell factor.
Cycle Time
Productivity
Cycles/hr = 3600 ÷ total time × utilization.
Costs + Matching
Passes + Limits

Truck / Pass matching

Payload limit check
If set, a warning is shown when bucket payload exceeds this number.
Saved scenarios store locally in your browser.
Formula (used in this calculator)
Simple struck: Vstruck = W × D × H × shape_eff
Advanced struck (approx): Vstruck = Wavg × Lfloor × Hback × curvature_factor × lip_factor
Heaped (percent): Vheaped = Vstruck × (1 + heap_percent)
Heaped (angle): triangular prism heap added, capped to avoid extreme heaps.
Effective volume: Veff = V × fill × adhesion × moisture
Bank volume: Vbank = Veff ÷ swell
Payload: m = Veff × ρloose
Cycles/hr: N = 3600 ÷ tcycle × utilization
Production: Q = Veff × N (loose) and Qbank = Vbank × N
All results are estimates. For contractual quantities, use standard measurement rules and OEM rated capacities.
How to use
  1. Pick units and capacity method (struck/heaped).
  2. Enter bucket geometry (Simple or Advanced) and adjust shape efficiency.
  3. Select a material preset, then confirm density and swell using site data.
  4. Set fill factor, adhesion, and moisture to reflect digging conditions.
  5. Enter cycle times and utilization to estimate hourly/shift production.
  6. Add fuel and hourly costs to estimate unit cost, then match truck passes.
Bucket capacity guide

1) Struck and heaped volume definitions

Struck capacity is the level-full bucket volume. Heaped capacity adds the mound above the cutting edge, commonly about 10–25% higher on general-purpose buckets. Choose a percent heap or an angle-based heap to match your site method.

2) Geometry and shape efficiency

Real buckets are curved and tapered, so simple L×W×H can overstate volume. Use Advanced geometry when you know floor length, back height, side-wall angle, and lip angle. With basic dimensions, apply a shape efficiency, typically 0.85–1.00, for curvature and wear. Options like teeth, spill guards, and extensions can change effective shape.

3) Fill factor and digging conditions

Fill factor converts theoretical capacity to what you actually carry. In easy digging with a skilled operator, fill can reach 0.95–1.10. In hard, blasted, sticky, or tight trenches, 0.75–0.90 is common. Adhesion and moisture multipliers represent cling and slump.

4) Density and swell conversions

Quantities are often measured as bank cubic meters, while the bucket carries loose material. Swell factors typically range about 1.05 for gravel to 1.40 for broken rock, but confirm with site tests. The calculator reports loose and bank volumes for pay item alignment.

5) Payload and rated limits

Payload per pass depends on effective loose volume and loose density. Typical loose densities span roughly 1.3–1.7 t/m³ for sand, 1.6–2.0 t/m³ for moist clay, and 1.7–2.2 t/m³ for crushed rock, varying by moisture and gradation. Compare payload to machine limits with margin.

6) Cycle time and utilization

Production is driven by cycle time and actual utilization. Excavator cycles often fall around 20–35 seconds in short swing work, while wheel loaders may run 25–45 seconds depending on travel distance and pile condition. Utilization commonly ranges 50–85% after delays and traffic. Use utilization as working minutes divided by available shift minutes.

7) Truck pass matching

Truck matching reduces queues and underloads. A practical target is loading near the truck’s legal payload while keeping distribution even. Passes are truck target payload divided by bucket payload, then rounded up. The calculator warns when a bucket payload exceeds your rated limit input.

8) Unit cost and what to track

Cost per unit combines production with hourly ownership and operating cost. Include fuel burn, operator cost, planned maintenance, and standby. Report cost per bank m³ for earthwork pay items, or cost per tonne for aggregate work. Save scenarios to compare buckets and materials. Include repair reserves and tire wear.

FAQs

1. Should I use struck or heaped capacity?

Use struck for level-full reporting and tight control. Use heaped when your spec or manufacturer uses a heaped standard. Keep the chosen method consistent across density, fill factor, and truck matching.

2. What fill factor should I start with?

Start at 0.90 for average digging and adjust with site observations. Increase toward 1.00–1.10 for free-flowing material and short swings. Decrease toward 0.75–0.90 for hard digging, poor fragmentation, or tight working space.

3. How do I choose loose density?

Use lab or supplier data when available. If not, start with typical ranges and correct using actual truck scale tickets. Moisture and gradation can change density significantly, so recalibrate when conditions change.

4. Why does swell matter for production?

Swell converts between bank volume in the ground and loose volume in the bucket. If swell is ignored, production in bank m³ can be overstated. Always report both loose and bank outputs when pay quantities are bank-measured.

5. How do I check payload safety?

Enter the machine or attachment rated payload and compare it to calculated bucket payload. If the payload exceeds the rating, reduce fill factor, choose struck capacity, or use a smaller bucket. Keep an additional safety margin for dynamic loading.

6. How accurate are the advanced geometry estimates?

They are engineering approximations that capture taper and curvature effects better than a box model. Accuracy improves with measured internal dimensions and calibration against one known capacity. Use shape efficiency to tune results to your bucket.

7. Can this help match trucks and reduce queues?

Yes. Enter the truck target payload or volume and your cycle time. The calculator estimates passes, hourly production, and unit cost so you can compare bucket sizes and loading strategies that minimize underloads and waiting time.

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Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.