Last reviewed 16 Sept 2026 · 7 min read
Soil volume changes
| State | Meaning |
|---|---|
| Bank measure (BCM) | Volume in the natural, undisturbed state |
| Loose measure (LCM) | Volume after excavation — increases due to voids |
| Compacted measure (CCM) | Volume after compaction — usually less than bank volume |
Swell →
Load factor
Shrinkage →
Hauling units carry loose volume; payment is generally for bank (excavation) or compacted (fill) volume.
Equipment output
= rated (heaped) bucket capacity; = bucket fill factor (depends on material); = cycle time in seconds; = job efficiency (e.g. 50 working minutes per hour → ). Convert loose output to bank volume with the load factor.
Cycle time
- Fixed time — loading, dumping, turning, spotting, accelerating/decelerating (nearly constant).
- Variable time — haul and return travel, depending on distance and speed.
- Cycle time = fixed time + haul time + return time.
Factors affecting productivity
- Type and condition of material (digging difficulty, moisture).
- Operator skill; machine condition; matching of equipment.
- Haul road condition, grades and distance.
- Angle of swing and depth of cut (for shovels and draglines — output is maximum at the optimum depth of cut and falls with larger swing angles).
- Weather, altitude, management (job efficiency).
Matching hauling units with loaders
Number of bucket loads per truck (rounded) Loading time number of buckets × loader cycle time Truck cycle time loading + haul + dump + return + spot and wait Number of trucks for balanced fleet
- Choosing fewer trucks (round down) makes the loader wait; more trucks (round up) make trucks wait — choose the option with lower cost per unit output.