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Concept of a family of Concrete Mixes Print
Thursday, 01 April 2010 20:46

Concretes that can be reliably related to each other can be grouped into families and the combined strength data from the family can be used for conformity control. The whole family of concrete mixes are related back to a reference concrete mix design, which is used as the bench mark against which all other family of concrete mixes are related.

 

What is a Family of Concretes?

A family of concrete mixes may be based upon only two constraints and are mix designs of varying proportions for different applications:

  • The same sourced constituent aggregates;
  • The same cement type;

Example of a Family of Concrete mixes are (*All values are typical)

Approved Materials List

Constituent  Material Type Constituent Material Source SSD Specific Gravity Loose Bulk Density kg/m3
Cement CEM1 42.5, SolCement Ltd, Birmingham 3.12 1300
4/20mm Quartzitic Gravel Sol Aggregates Ltd, Birmingham 2.64 1710
4/10mm Quartzitic Gravel Sol Aggregates Ltd, Birmingham 2.64 1710
0/4mp Quartzitic Sand Sol Aggregates Ltd, Birmingham 2.66 1820
Water Mains sourced 1.00 1000
Water Reducing Agent WR22 - Sol Concrete Additives Ltd, Birmingham 1.2
Air Entraining Agent AE22 - Sol Concrete Additives Ltd, Birmingham 1.2

A Family of Concrete Mix Designs

  • Each concrete listed below will have a different base mix design

  • Each concrete mix design will result in different 28 day compressive strengths at the same cement content of the mix.

  • Each concrete mix design will be given a reference to identify it. When the mix design is published it will referenced with the actual cement content of that mix design.

  • For example, a normal concrete mix design S2 at 350kg cement content will become a 2PSXX350 (this will become clearer when we look at mix design).

  • The mix design reference is commonly known as a "BatchBook Reference".

  • Each batchbook will have as many 90 mix designs. (100 to 550kg per cubic metre at 5 kg increments).

  • The typical family of concretes below may have around 1000+ mix designs, so a computer is required for accurate mix design creation.

  • Concrete Mix designs are generally presented using materials aggregates moisture content of SSD (Saturated Surface Dry) values.

 

BatchBook Ref Concrete Mix Design Description Coarse Aggregate Fine Aggregate Cement Type Consistency Class Admixture
2PSXX Normal Mix (Reference Concrete) 4/20mm Gravel 0/4mp Sand CEM1 S2 None
2PSAE Air Entrained Concrete 4/20mm Gravel 0/4mp Sand CEM1 S2 Air Entraining Agent
2PSWR Water Reduced Concrete 4/20mm Gravel 0/4mp Sand CEM1 S2 Water Reducing Agent
Oversanded Concrete Mixes for Pumping
2PPXX Normal Mix 4/20mm Gravel 0/4mp Sand CEM1 S2 None
2PPAE Air Entrained Concrete 4/20mm Gravel 0/4mp Sand CEM1 S2 Air Entraining Agent
2PPWR Water Reduced Concrete 4/20mm Gravel 0/4mp Sand CEM1 S2 Water Reducing Agent
10mm Concrete Mixes
1PSXX Ordinary Mix 10mm 4/10mm Gravel 0/4mp Sand CEM1 S2 None
1PSAE Air Entrained Concrete 10mm 4/10mm Gravel 0/4mp Sand CEM1 S2 Air Entraining Agent
1PSWR Water Reduced Concrete 10mm 4/10mm Gravel 0/4mp Sand CEM1 S2 Water Reducing Agent
Special Concrete Mixes
2SDXX Semi Dry Concrete mix for Kerbing etc... 4/20mm Gravel 0/4mp Sand CEM1 S1 None

Admixtures

Special additives are used in concretes to perform specific functions or add a characteristic to the concrete. They are commonly referred to as admixtures and come in liquid form, powders, plastics and metals.

Air Entraining Agent

Air bubbles are introduced into a concrete mix to protect the hardened concrete from freezing and thawing cycles. If there are not enough voids in the hardened concrete water will permeate the surface and when it freezes the water will expand and cause spalling of the concrete. This is apparent when you can see exposed aggregate in a concrete road. When extra voids are artificially introduced it give space for the freezing water to expand into thus providing some protection against freeze / thaw cycles. Air entraining is usually used in road construction or any other large concrete surface area that is exposed to the elements.

Water Reducing Admixture

This is used to reduce that amount of water needed to achieve a specified consistency Class or more commonly used to achieve a specified water/cement ratio. Water cement ratio is directly related to compressive strength, the lower the water cement ratio the greater the concrete strength achieved within certain cement content ranges. Most proprietary water reducing admixtures will give greater strength to concrete mixes for the same cement content used.

Concrete Mix Design

All concrete mix designs in the UK are usually presented as One Cubic metre of fresh concrete using Saturated Surface Dry aggregate values.

*Free Water/Cement Ratio

It should noted that the Free Water/Cement Ratio can be directly related to concrete compressive strength performance, generally speaking the lower the free Water/Cement Ratio the higher the compressive strength should be. Compressive strength of concrete in the UK is commonly measured in N/mm2 (Newtons per millimetre squared) or KN/m2.

Examples of some typical concrete mix designs for one cubic metre of fresh concrete at the same cement content:

Batchbook Ref Cement kg 4/20 Gravel kg 0/4 Sand kg Free Water Ltr Admix Ltr Fines % "Free WCR Fresh Density kg
2PSXX 300 1150 750 180 0 39.5 0.60 2380
2PSWR 300 1170 770 160 1.52 39.7 0.53 2400
2PSAE 300 1105 720 165 1.83 39.5 0.55 2290

Examples of some typical concrete mix designs for one cubic metre of fresh concrete for the equivalent compressive strength of 42.0 KN/m2: (KN KiloNewtons or MPa Mega Pascal's)

Batchbook Ref Cement kg 4/20 Gravel kg 0/4 Sand kg Free Water Ltr Admix Ltr Fines % *Free WCR Fresh Density kg
2PSXX 300 1150 750 180 0.00 39.5 0.60 2380
2PSWR 280 1145 755 167 1.52 39.7 0.60 2347
2PSAE 360 1080 680 170 1.83 38.6 0.47 2290

 

Main Relationship Analysis

A strength relationship analysis needs to be created so that all the concrete mixes of the family can be assessed for strength compliance with EN206. This is done by starting with trial mix data from each of the mix design batchbooks. It is apparent from the example mix designs above that strength differs between mix design. So how do we relate all these different characteristics between designs?

Trial Mix data

Concrete trial mixes are performed on every mix design batchbook and 3 x concrete cubes samples are made from each trial mix. One cube will be tested at 7 days and the remaining 2 samples will be tested at 28 days using the average of the two as the reported 28 day result.

All the trial mixes are done at the same consistency class, usually S2 (70mm slump). The set of trial mixes are usually done at at least seven cement contents equally spread throughout a range of 100kg to 550kg.

The trial mix data will provide a complete mix design for every batchbook for material weights per cubic metre and a strength at each cement content throughout the batching cement content range in 5kg increments.

To minimise variation error and for the perfomace relationships to be accurate it is important that enough materials are gathered to complete ALL the trial mixes using the same materials batch.

A Typical Trial Mix Data set for Batchbook 2PCXX

Cement kg 4/20 Gravel kg 0/4 Sand kg Free Water Ltr Admix Ltr Fines % Free WCR Fresh Density kg 7 Days MPa 28 Days MPa 28 Days Density kg
100 1150 750 180 0 39.5 0.60 2380 1.5 3.0 2420
180 1170 770 160 1.52 39.7 0.53 2400 14.0 21.0 2445
250 1105 720 165 1.83 39.5 0.55 2410 21.0 27.0 2450
325 etc ... ... ... ... ... ... ... ... ...
400
450
500
 
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