EUROPEAN CONCRETE REFERENCE

Read the specification logic before using the numbers.

This library separates four things that are often mixed together: concrete classification, durability/specification requirements, preliminary proportioning, and trial/production verification. Start with the path closest to the decision you are making.

Concrete constituent volume-balance illustration
Standards contextUnderstand what EN 206 controls and what must be checked nationally.
No hidden limitsThe calculator does not infer compliance values from exposure class.
Materials matterWater, binder, aggregate and admixture assumptions stay visible.
Trials close the loopCalculated quantities remain provisional until tested with actual constituents.
1 · SPECIFICATION

Start with what the project requires

These pages help you distinguish strength class, exposure and specification routes before you start proportioning.

CURRENT EDITION

EN 206-1:2026 transition

What changed at the standards-family level and why live projects still need an edition check.

Read guide →
COUNTRY RULES

National provisions

Why BS 8500, DIN 1045-2 and other country systems cannot be reduced to one generic annex table.

Read guide →
SPECIFICATION ROUTE

Designed vs prescribed concrete

Separate performance requirements from a specified composition before deciding who owns the mixture design.

Read guide →
CLASSIFICATION

Strength classes

Understand cylinder/cube notation and why a class is not a cement:sand:aggregate recipe.

Read guide →
DURABILITY

Exposure classes

Use exposure to define durability requirements—not as a shortcut to one universal mix.

Read guide →
2 · PRELIMINARY PROPORTIONING

Understand each design lever

The calculator is easier to use responsibly when you know which inputs are verified requirements and which are trial assumptions.

METHOD

Specification to starting mix

Our transparent absolute-volume workflow, clearly separated from EN 206 conformity.

Read method →
WATER

Water-cement ratio

How an entered w/c and a verified project cap affect binder demand.

Read guide →
WORKABILITY

Consistence & slump

Why fresh-concrete consistency influences trial water demand but cannot be reduced to one fixed number.

Read guide →
WATER DEMAND

Starting free-water estimate

Aggregate size, shape, consistence and water-reducer response influence the first trial.

Read guide →
BINDER

Cement content

Understand calculated content, verified project minima and why binder systems need project-specific checks.

Read guide →
ADDITIONS

SCMs & k-value concept

Learn the concept without assuming every national implementation or cement combination uses identical rules.

Read guide →
3 · MATERIALS & TRIALS

Turn a calculation into evidence

AGGREGATES

Coarse aggregate

Size, density and grading affect volume allocation and water demand.

Read guide →
AGGREGATES

Fine aggregate

Fine content affects cohesion, workability and the balance between paste and coarse aggregate.

Read guide →
ADMIXTURES

Water reducers & other admixtures

Use combination-specific supplier and trial data rather than assuming a brochure maximum.

Read guide →
AIR

Air entrainment

Understand why specified air is a system requirement tied to exposure, materials and aggregate size.

Read guide →
ERROR CHECK

Common mistakes

Catch hidden water, copied limits, skipped trials and unverified material assumptions.

Read guide →
4 · TOOLS

Use the calculation after the requirements are understood

Frequently asked questions

Are these guides a substitute for EN 206 or national standards?

No. They explain engineering and specification concepts. The current national publication, complementary provisions and project specification remain the binding references.

Does the Europe calculator automatically apply exposure-class limits?

No. Exposure is recorded for context. Composition limits are entered only when you have verified them for the actual project.