SettingsSettings for this calculationUS
Distance from load point to dump.
Measure the actual route, not the straight line. A haul road that climbs is slower loaded than empty, which the separate speeds below capture.
Average speed carrying a load.
Average over the whole haul including acceleration and any restriction, not the truck's top speed. On a rough or rising haul road this is often half what people assume.
Average speed running empty.
An average over the WHOLE return leg — including the gate, any junction and the slow section near the loader — not a speed the truck reaches somewhere along it. Running empty is faster than loaded but by less than people expect: the return is downhill only if the haul was uphill, and site speed limits apply in both directions regardless of what is in the body.
Time under the loader.
Loader bucket passes times cycle time. This is what the whole fleet is ultimately limited by — no number of trucks beats the loader's rate.
Spotting, tipping and turning at the dump.
A FIXED cost per cycle, which is why it dominates a short haul and almost disappears on a long one — and why the layout of the tipping area repays attention most on exactly the jobs where the haul distance is shortest. Include any queueing at the dump: a single spotter working one truck at a time turns waiting into part of this figure whether it is measured there or not.
Loose volume carried per trip.
Loose measure, as hauled. Bank volume from a cut is smaller by the swell factor, so a bank-measure job needs more trips than its volume suggests.
Trucks in the fleet.
The number that can actually be SERVED, not the number parked on site. If the loader cannot fill trucks faster than they come back, the extra ones queue instead of moving material, and the cycle time stops describing the job — it describes the loader. Matching the fleet to the loader is the whole point of the calculation, so putting an aspirational number here defeats it.
Real productive minutes in an hour.
Fifty is a good day. Breaks, refuelling, waiting on the dump, weather and plant moves all come out of the hour, and assuming sixty is the fastest way to a programme nobody can hit.
Hourly production
217 yd³/hr
Match factor below 1 — the loader is standing idle waiting for trucks. Adding a truck will increase production.
- Cycle time per truck, free-flowing
- 14.5 min
- Loaded travel
- 6 min
- Return travel
- 4 min
- Match factor
- 0.83 ×
- Trips per truck per hour, free-flowing
- 4.14 trips
- Loader ceiling at 100% efficiency
- 315 yd³/hr
- Trucks for a balanced fleet
- 4.83 trucks
They open the calculator with your figures already in it
Truck Haul Cycle Time Calculator: 217 yd³/hr — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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How this was calculated
Formula source(s)
- Cycle time = load + haul + dump + return + queue. Production = payload ÷ cycle time × efficiency
- Match factor = (number of trucks × loader cycle time) ÷ truck cycle time; a factor of 1 balances the fleet against the loader
Inputs used
- One-way haul distance (km)
- 3
- Loaded speed (km/h)
- 30
- Return speed (km/h)
- 45
- Load time (min)
- 3
- Dump and manoeuvre time (min)
- 1.5
- Payload per truck
- 15.75 yd³
- Number of trucks
- 4
- Working minutes per hour
- 50
Intermediate steps
- Cycle time per truck, free-flowing
- 14.5 min
- Loaded travel
- 6 min
- Return travel
- 4 min
- Match factor
- 0.83 ×
- Trips per truck per hour, free-flowing
- 4.14 trips
- Loader ceiling at 100% efficiency
- 315 yd³/hr
- Trucks for a balanced fleet
- 4.83 trucks
Confidence note: Match factor below 1 — the loader is standing idle waiting for trucks. Adding a truck will increase production.
What this calculation does not cover
- Assumes a steady haul road and constant speeds. Grades, single-lane sections and a shared road with other traffic all degrade this in practice.
- Payload is loose volume. Converting from bank measure requires the swell factor for the material, which changes the trip count.
- Does not model the dump-end constraint. A single spreader or a tight tip can throttle the fleet just as the loader can.
Add the equipment this sizes
This result is a specification — 217 yd³/hr — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.
Sources checked 2026-09-06 · in the site-wide review of 2026-09-06 · v1.0.1
Regulatory standards & verification citations2
- Cycle time = load + haul + dump + return + queue. Production = payload ÷ cycle time × efficiency
- Match factor = (number of trucks × loader cycle time) ÷ truck cycle time; a factor of 1 balances the fleet against the loader
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