Mix Design for 1m3 of Concrete

Sand 0-2

kg

Sand 0-4

kg

Aggregate 8-16

kg

Cement

kg

Target W/C Ratio

Water required

Ltr.

Total dry weight

kg

Total wet weight

kg

Material moisture values

Sand 0-2

%

Sand 0-4

%

Aggregate 8-16

%

Production Data

Batch size

m3

Price Cement (t)

Batches / day

 

Cost savings

Saved Cement / batch

Saved Cement / day

Saved Cement / week

Saved Cement / month

Saved Cement / year (40 weeks)

kg

t

t

t

t

Actual dry quantities

Shortage (weighed water)

Sand 0-2

kg

kg

Sand 0-4

kg

kg

Aggregate 8-16

kg

kg

Cement

kg

kg

Total dry weight

kg

Total water in Aggr.

Ltr.

Water to be added

Ltr.

Conclusion

1. Too much water in the mixer although the WCR is correct

In theory litres of water should result in a batch moisture of %.

In reality the batch moisture results in % as the total dry weight is lower due to the water in the aggregates being weighed.


2. Waste of cement 

In theory kg of cement should have been added on top of kg of aggregates.

In reality the full amount of kg cement will be added on top of kg.

This changes the cement/aggregate ratio from to .

The batch with exactly correct proportions of aggregates and cement could have been produced with a cement reduction of % which equals to kg per batch.