MIX DESIGN OF M45 AND M50 AT SITE (QAQC LAB)
Reference Code:
- IS:10262-2019
- MORTH 5th Rev.
- IS:383-2016
- IS:2386
- IS:4031
- IS:269-2015
- IS:456-2000
- IS:9103
- IS:1199
- IS:516
Some Important Points during Trial
- Combined grading and other property of CA & FA must be within limit as per IS 383
- Cement not more then 2 month old for batter results.
- Concrete Temp. within (-5) °C to 40 °C
**** Note: In this trial I used OPC 43 CEMENT and achieved the target strength for M45 and almost near to M50 target strength.
If we replace the OPC 43 cement with OPC 53 cement then the target strength of M50 can be achieved.
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ReplyDeleteThis article provides clear insights into the mix design process for M45 and M50 grades, which is incredibly valuable for on-site applications. It's always helpful to see detailed practical examples in engineering. Just like construction relies on strong foundations, authors benefit from the top book publishing services in UK to ensure their work is professionally developed and presented.
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