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T02 · Step 2 of 3

Boomo Haul – Spoil and haul loads

Plan spoil quantities from a measured bank volume and your own material assumptions. See whether the usable body volume or permitted material payload limits each indicative load, without inventing a standard soil density.

  1. 01Dig
  2. 02Haul
  3. 03Price

Bank volume

Measured in the ground before digging. Use your saved excavation above, or type it.

Your material

Use figures for this material from your supplier, a lab or your own records. Nothing is filled in for you.

Loose volume divided by bank volume.

Tonnes per cubic metre, measured loose.

Truck or dumper

Both limits are needed for a load count. The lower one decides each load.

Volume the body really carries.

Permitted payload for this vehicle and route.

How it works

  1. 01

    Enter bank volume or transfer a saved excavation quantity. Supply a loose-to-bank volume ratio for this material.

  2. 02

    Enter bulk density on the loose-volume basis in tonnes per cubic metre. Record where that assumption came from in your project.

  3. 03

    Supply usable body volume and permitted material payload. Leave an unknown blank; the dependent mass or load result remains unavailable.

Formula

Loose volume = bank volume × loose/bank ratio. Mass = loose volume × loose density.

Usable volume per load = min(body volume, material payload ÷ loose density). Loads = round up(loose volume ÷ usable load volume).

Load labelled example

3.2 m³ bank at an entered ratio of 1.25 becomes 4 m³ loose. At 1.5 t/m³ it weighs 6 t. A 2 m³ body with 2 t material payload is mass-limited: three indicative loads.

Terms

Delivered in NOK

Norway

    Delivered to Germany

    Germany

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