Great 👍 bro don't forget to explain how much will be the dia of temper rod and from how much height it should be free fall with fixed number of tempering.....the slump value is not fixed as should be varied as per concrete requirements
Yes dear I am try to share the things which are happening at site. Site is different from books. I am trying to give some snapshots form site to the fresh Engineers
If you watch the full video again you will get it. In the start the slump value was high then I wait for some time and take the concrete again for slump test and I get the correct value
Sir, Please let me know that For how much quantity of concrete, how many samples of cylinder to be taken as per ACI Can you please Send me formate of ITP, NCR, MIR,
The first time you did the test, it failed, and then you observed for 15 minutes and after that the result was fine, but will the workers wait for 15 minutes? If the workers wated like this, time will be wasted "It is not better to change the water cement ratio
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Is there any standard for compaction .. how many time to strike the rod etc..?
Cylinder mould hight and dia???
150x300mm as per SBC 304
Great 👍 bro don't forget to explain how much will be the dia of temper rod and from how much height it should be free fall with fixed number of tempering.....the slump value is not fixed as should be varied as per concrete requirements
Yes dear I am try to share the things which are happening at site. Site is different from books. I am trying to give some snapshots form site to the fresh Engineers
If we don't get standard value then what we have to do
Shall we cancel the concrete
If you watch the full video again you will get it. In the start the slump value was high then I wait for some time and take the concrete again for slump test and I get the correct value
@@CivilEngineerAtSite yes we got standard value if we didn't get then we should do
If any another case if we didn't get standard value
The consultant will take the decision to reject or accept also depend on site conditions, projects conditions
@@CivilEngineerAtSite thank you
What should be slump values for slab ,beams and columns ?
Sir,
Please let me know that
For how much quantity of concrete, how many samples of cylinder to be taken as per ACI
Can you please Send me formate of ITP, NCR, MIR,
For 100 m3 we are taking 6 cylinders in neom
The first time you did the test, it failed, and then you observed for 15 minutes and after that the result was fine, but will the workers wait for 15 minutes? If the workers wated like this, time will be wasted "It is not better to change the water cement ratio
Never change water cement ratio it will change the design of concrete. They have to wait
Wrong slump test
😮 really