PQC M40 Concrete Mix Design Procedure for Roads and Highways

Chetan Yadav

Staff member
PQC M40 Concrete Mix Design Procedure for Roads and Highways

Detailed procedure on how to do mix design of PQC for Roads and Highways is attached in this thread.

Some snapshots of attachment are as below
combine gradation
Combine gradation for PQC.png

Concrete mix design report (after doing calculations on input, report is generated as below)
concrete mix design report.png

it also have the format for doing test on fresh concrete.
fresh concrete properties.png

and also for harden concrete properties testing.

harden concrete properties.png

Mix design for M40 PQC is attached below.
 

Attachments

  • Concrete Mix Design PQC M40.xls
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PQC M40 Concrete Mix Design Procedure for Roads and Highways

Detailed procedure on how to do mix design of PQC for Roads and Highways is attached in this thread.

Some snapshots of attachment are as below
combine gradation
View attachment 2159

Concrete mix design report (after doing calculations on input, report is generated as below)
View attachment 2160

it also have the format for doing test on fresh concrete.
View attachment 2161

and also for harden concrete properties testing.

View attachment 2162

Mix design for M40 PQC is attached below.
what will be the rate of PQC per square foot or square meter including all costs.?
 
PQC M40 Concrete Mix Design Procedure for Roads and Highways

Detailed procedure on how to do mix design of PQC for Roads and Highways is attached in this thread.

Some snapshots of attachment are as below
combine gradation
View attachment 2159

Concrete mix design report (after doing calculations on input, report is generated as below)
View attachment 2160

it also have the format for doing test on fresh concrete.
View attachment 2161

and also for harden concrete properties testing.

View attachment 2162

Mix design for M40 PQC is attached below.
Max permissible flyash content as per MORT&H is 20% of cementious material. How can you take 25%
 

Chetan Yadav

Staff member
What is ssd
Saturated surface dry condition, it mean, the aggregates do have completely filled voids with water in inside structure and dry from the surface.


Max permissible flyash content as per MORT&H is 20% of cementious material. How can you take 25%

I did not find any limitations like this mentioned in MORTH nor anyone stopped me from doing such concrete.

Please provide the details of such limitation for concrete manufacturing and not for manufacturing of cement.