As per table 400-6 of MORth specification FI and EI index combined is Max 30% for WBM work in road Does it mean that once FI test have been conducted, the flaky material should removed for taking sample for EI test? and both of the results should be added ,and they should be in limit om 30 % as in the case of WBM Work ?
sir if we take 200 piece, then we take easy particles of aggregate which size is easily countable, but in your video size of aggregate like 10 to 6.3 is very small , so how can we choose 200 pieces, is that any criteria for that
Very useful.
After watching this channel my all doubts are cleared.
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Thanks a lot NCTEL team.......... You all are doing great job....... Very usefull video for quality control lab engineers ....thanks sir
Very nice and informative.It will help immensely to all civil engineers.Thank you.
So interesting and well elaborated video
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So useful sir...... I used to prepare for my external exam😇
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Explained very clearly. Thank you.
very useful for civil Engineering
Excellent videos , need more such videos
Very beautiful and informative video. Thanks a lot sir.
Very very clear video explaining completely ...
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thank you NCTEL!
thank you so much,it was so helpful for my lab
Thank you for this video.😊
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Thanks a lot, this video is very useful for quality lab engineer.
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Thank you its clear and understanding
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very nice... explained in a very simple manner.
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Thanku so much u explained it really well..
Very good video sir
my all doubts are cleared....thank you so much sir
IT REALLY HELPS ME IN PRACTICAL.
excellent work on different test
Wow very good explanation
Thankyou NCTEL for making quality videos. Your videos are always knowledge imparting.
Thank you sir, very helpfull video for my job.
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very nicely explained.❤️
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informative
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Thank u so much
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very helpful, thank you
Thank you very much..
As per table 400-6 of MORth specification FI and EI index combined is Max 30% for WBM work in road
Does it mean that once FI test have been conducted, the flaky material should removed for taking sample for EI test?
and both of the results should be added ,and they should be in limit om 30 % as in the case of WBM Work ?
Thank you soo much sir.
Thanks NCTEL
Thanks people! It's great!...:)
Tq so much it is very helpfull for me
Thank you so much sir it is very helpful to me
Very helpful.. 👍
awsome guiding
Nice video sir . can u put a video on shrinkage limit test of soil.?
Nice job
Sir, Why we don't take 50.85mm length gauge for 31.5 mm and 25 mm for elongation index?
Why The length ranges in Elongation gauge are varies when compared to thickness ranges in Flakiness gauge? Can you explain me Sir?
very useful video
Nice video
What if there is aggregate retained in 20mm sieve? After sieving can I use 25 and 20 thickness gauge?
thanks
Very good
Very usefull explanation sir
200 piece shoud passing or retain on each sieve = 20-16 (200), 16-12.5 (200)
Very nice
Thx a lot
very good explanation
much helpful..
sir if we take 200 piece, then we take easy particles of aggregate which size is easily countable, but in your video size of aggregate like 10 to 6.3 is very small , so how can we choose 200 pieces, is that any criteria for that
nice video
It's very good
A lot of thanks on behalf of me
Can you please upload the observation pdf in description
Paji works very hard
Thank you
Best video tq sir ji
thank you ...
Sir please tell me why in elongation index among 63mm to 50mm and 31.5mm to 25mm aggregates are not used for test after flakiness index test
very effective tutorial and thank you all from Bangladesh, Student of CE, Stamford University Bangladesh
i love indian people
thank u:)
+NCTEL sir i like your videos. but you made some video in hindi
Thank you sir