Sub-base & Hardcore

Hardcore Calculator

Estimate hardcore tonnage for fill, capping and sub-base layers. The calculator defaults to 6F2 crushed concrete at 2.0 t/m³ and covers MOT Type 1, recycled Type 1, crushed concrete, scalpings and road planings.

FreeInstant resultsUK planning data

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Hardcore Calculator

1

Project setup

Start with a preset or configure everything yourself.

2

Area and shape

Use the shape that most closely matches the area you are covering.

3

Depth and ordering allowance

Depth has a large effect on quantity. Use the finished compacted depth where relevant.

Advanced options
Bag formats

More than one area?

Plan the whole project

Combine areas and layers, then see an order total for each material.

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Converter

Tonnes ↔ cubic metres

1 m³ = — tonnes

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Reference data

Material planning densities

Use supplier product data whenever available. These figures are planning defaults.

MaterialCategoryPlanning densityTypical rangeCompaction

Overview

Because hardcore is compacted in layers, the depth you enter should be the finished compacted depth. (Sub-base specifications historically sat under MCHW Series 800, restructured September 2025 — check the current Specification for Highway Works where a specification applies.)

How the calculation works

Hardcore weight = area × compacted depth × planning density, with 6F2 and crushed concrete around 2.0 t/m³ and limestone Type 1 around 2.2 t/m³.

Compaction shrinks loose volume — typically by a factor that depends on grading and plate compaction effort — so a loose m³ delivers less than a compacted m³ of finished layer.

The optional compaction allowance converts a compacted-layer target into a loose-order quantity: order tonnes = compacted tonnes × (1 + compaction % ÷ 100).

Worked example

A shed base 4m × 3m needs 100mm of compacted hardcore from 6F2 at 2.0 t/m³.

Area = 12 m², volume = 12 × 0.10 = 1.20 m³, weight = 1.20 × 2.0 = 2.40 tonnes compacted.

Adding a 15% allowance for compaction losses and uneven ground suggests ordering about 2.76 tonnes — four 850kg bulk bags (2,760kg needs four bags; three would leave you 210kg short) or a 3-tonne loose load.

6F2 / 6F5 crushed aggregate at a glance

  • Planning density2.00 t/m³
  • Typical range1.80–2.20 t/m³
  • CategoryRecycled
  • CompactionOften relevant
  • SourcePlanning value based on typical UK 6F2 bulk densities
  • Reviewed2026-08-16

6F2 / 6F5 crushed aggregate coverage guide

DepthArea per tonneArea per 850kg bagWeight per m²
25mm20.0 m²17.0 m²50 kg
40mm12.5 m²10.6 m²80 kg
50mm10.0 m²8.5 m²100 kg
75mm6.7 m²5.7 m²150 kg
100mm5.0 m²4.3 m²200 kg
150mm3.3 m²2.8 m²300 kg

Assumptions and accuracy

Planning densities assume typical UK hardcore supplies; recycled products vary most because composition differs between suppliers.

No single compaction percentage is universal — it depends on material grading, moisture and the equipment used.

For load-bearing, highway or structural situations, check the specification required for your project and confirm quantities with your contractor or material supplier.

Planning density values

Use supplier product data whenever available. These figures are planning defaults shared by every calculator on the site.

MaterialCategoryPlanning densityTypical rangeCompaction
MOT Type 1Sub Base2.20 t/m³2.00–2.30 t/m³Relevant
MOT Type 3Sub Base2.10 t/m³1.90–2.20 t/m³Relevant
Recycled Type 1Recycled2.00 t/m³1.80–2.20 t/m³Relevant
6F2 / 6F5 crushed aggregateRecycled2.00 t/m³1.80–2.20 t/m³Relevant
Road planingsRecycled2.00 t/m³1.80–2.20 t/m³Relevant
Sharp sandSand1.60 t/m³1.50–1.70 t/m³Usually no
Building sandSand1.50 t/m³1.40–1.60 t/m³Usually no
Kiln-dried sandSand1.50 t/m³1.40–1.60 t/m³Usually no
10mm pea shingleGravel1.60 t/m³1.40–1.70 t/m³Usually no
20mm gravel / shingleGravel1.60 t/m³1.40–1.70 t/m³Usually no
Decorative gravelDecorative1.50 t/m³1.30–1.70 t/m³Usually no
Slate chippingsDecorative1.60 t/m³1.40–1.80 t/m³Usually no
Gabion stoneGravel1.50 t/m³1.40–1.60 t/m³Usually no
Self-binding gravelGravel1.90 t/m³1.80–2.10 t/m³Relevant
Crushed concreteRecycled1.90 t/m³1.70–2.10 t/m³Relevant
Limestone scalpingsSub Base2.00 t/m³1.80–2.20 t/m³Relevant
BallastSand1.70 t/m³1.60–1.80 t/m³Usually no
Generic aggregateGeneral1.70 t/m³1.50–2.20 t/m³Usually no

How to use this calculator

  • Measure the area to be covered and enter the finished compacted depth.
  • Choose the hardcore material your project specifies.
  • Open Advanced options and enable the compaction allowance to convert compacted tonnage into an order quantity.
  • Add delivery pricing to compare bulk bag and loose-load costs.

When hardcore is commonly used

Hardcore underlies patios, driveways, shed bases and floor slabs, fills holes and levels sites. 6F2 and crushed concrete are economical general hardcore; MOT Type 1 is the graded sub-base where a specification calls for it.

Frequently asked questions

How much hardcore do I need?

For a 100mm compacted layer, allow 0.1 m³ per square metre — about 200kg of 6F2 or 220kg of MOT Type 1 per m² before allowances. Multiply by your area, or use the calculator above.

How much extra hardcore should I order for compaction?

A compaction and ordering allowance of 10-20% is common, but the right figure depends on the material, moisture and how well the subgrade was prepared. The calculator keeps this as an explicit, adjustable percentage.

Is 6F2 the same as MOT Type 1?

No. 6F2 is a coarser recycled hardcore used for fill and capping; MOT Type 1 is a graded sub-base material referenced in UK highway specifications. Use Type 1 where a drawing or specification calls for it.

How many tonnes of hardcore in a bulk bag?

Most hardcore bulk bags hold 850kg, not a full tonne, so a 'tonne bag' is usually about 0.85 tonnes. Check the printed net weight before ordering.

Can I use road planings as hardcore?

On many private jobs, yes — planings compact well for hardstanding and tracks. Use can be restricted near watercourses and drainage due to tar/bitumen content, so confirm acceptability for your site and disposal rules with your supplier.

Related calculators and guides

References and source notes