Very useful. After watching this channel my all doubts are cleared. THANKS NCTEL

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 useful sir...... I used to prepare for my external exam😇 THANKS NCTEL

I cant explain my respect and love for indian tallent

The person doing here has a different fan base and maintaining secretly....💗💗

So interesting and well elaborated video

very useful for civil Engineering

very helpfull👌👌

Wow very good explanation

thank you so much sir this video is helpful for my exam preparation..

Thankyou NCTEL for making quality videos. Your videos are always knowledge imparting.

Very nice sir... thanks

Very very clear video explaining completely ...

Great sir 👍👍👍👍👍

Very beautiful and informative video. Thanks a lot sir.

Very good video sir

very nicely explained.❤️

very helpful video thnxs sir

very effective tutorial and thank you all from Bangladesh, Student of CE, Stamford University Bangladesh

Explained very clearly. Thank you.

Tank u such a lot of wonder full gain of knowledge in u r videos plzz apload this type of videos 😣😀

Very nice sir

thank you NCTEL!

Thanks a lot, this video is very useful for quality lab engineer.

Best video tq sir ji

Thank you, you managed to make very clear, keep it up.

i fully understood after watching the video . thank you so much sir

I love the background 🤩❤️ music 🎶☺️

Sir your explanation method is very nice thanks

thanks alot for such easy demonstration

Worth watching...u r providing quality plus class 💯

Thanks people! It's great!...:)

i love indian people

Thank you so much

Very usefull explanation sir

Very good

superb sir

very nice... explained in a very simple manner. .

very helpful thank you so much

well explained and useful thanks to the uploader

Superb video sir

You are doing a great work sir

Sir.. in some videos only flaky aggregate retained on flaky seive test for elongation... Pls clarify... And in your video elongated plus flaky is 80% (35+45)but as per code max value is 35%

my all doubts are cleared....thank you so much sir

Thank u Jaya Ram...

IT REALLY HELPS ME IN PRACTICAL.

200 piece shoud passing or retain on each sieve = 20-16 (200), 16-12.5 (200)

Can you please upload the observation pdf in description

Observation sheet achi se nai dikrahihey.but video is so good

Thanku so much u explained it really well..

very good explanation

Thank you its clear and understanding

Very helpful.. 👍

Why The length ranges in Elongation gauge are varies when compared to thickness ranges in Flakiness gauge? Can you explain me Sir?

Excellent videos , need more such videos

thank you. that was nice.

clear and understandable video ...thank you ,god bless you

Nice video sir . can u put a video on shrinkage limit test of soil.?

thank you so much,it was so helpful for my lab

love this class informative

Nice

Tq so much it is very helpfull for me

excellent work on different test

Most amazing👍

Thank you very much

very useful video

Thank you sir, very helpfull video for my job.

Thanks sir keep it up

thank you for your explaining

Moadil aap theek ho?

Very useful to understand in easy wau

Thank you for this video.😊

Sir why are you taking different sample for both test ,while I have studied that flakiness index test is followed by elongation index test on same sample

very effective video,, thank you

fantastic teaching . thank u

Paji works very hard

Thank you.

sardaar ji tussi great ho

very helpful, thank you

Thank you sir

Very nice

very important for civil engineers

thanks for this knowledge

Great work.. thank a lot

i like to study with you,,,, really can get proper info from u guys,, thnx

Nice video

very helpful video thank you very much team NCTEL

Good vedo

Why should falkiness value is greater than elongation value ? Ans plzzz

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

Thank you Dr.

Sir, Why we don't take 50.85mm length gauge for 31.5 mm and 25 mm for elongation index?

Thank you so much sir it is very helpful to me

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 ?

Thanku sir and NCTEL

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

Thanks

observation table zoom kr dikhaya karo