Very beautiful explanation......all details measured.... This video is very important for all civil engineering student's....because theory is not important but practical is most important 👌 👏 👍 Thanks a lot....🙏🙏

Thanks a million,what a great video kudos

Excellent Video ever in my life. Excellent...Excellent...Excellent

@HIGHWAYGUIDE

5 жыл бұрын

Thank You for appreciation

@jaycejake7851

2 жыл бұрын

instablaster

Great.... Work is done with higher accuracy... Thanks sir

Very very useful video l hope you will prepare other videos too. Thanks so much

Superb work sir, Love from Pakistan ❤

Excellent video. A detailed video. Helpful for all.

@HIGHWAYGUIDE

3 жыл бұрын

Glad it was helpful!

Very nice you have been super liked by Civil Engg testing walk

nic team work & effort thanks sir

Sir aap ki sb vedoes bahut acchi hoti hai thanks

Excellent work

very nice video 👏👏👍👍hat's off you

Sir .. how you are taking proving ring reading. Are you multiplying every division with 5.?

The best CBR tutorial video!

@HIGHWAYGUIDE

2 жыл бұрын

Thank you

wow . Perfect. Thank YOU

@HIGHWAYGUIDE

4 жыл бұрын

Thank you too!

@Mahadev9074

3 жыл бұрын

@@HIGHWAYGUIDE sir how we can touch with you.. For asking questions?

To good sir its so use full

Very good video 👏

Sir is it possible to came compaction over 100 in cbr

Sir har mould main omc same rakhna kyaa ya phir increase karna hai

Shandar jabardast jindabad

Good information 👍

Excellent job please do a video on field cbr

Thnx for tutorials

@HIGHWAYGUIDE

4 жыл бұрын

Thanks for appreciation.

great work! Can i use this video for my class?

The soil sample used in the CBR test should pass from 20 mm size and retained on 4.75 mm size. Is it correct? Or, the soil pass from 20 mm sieve can be completely used without control the 4.75 mm sieve. Could you explain this clearly please? Thank you.

@HIGHWAYGUIDE

2 жыл бұрын

If all material passes a 19.0-mm sieve, the entire gradation shall be used for preparing specimens for compaction without modification. If there is material retained on the 19 mm sieve, the material retained on the19 mm sieve shall be removed and replaced by an equal amount of material passing the 19.0-mm sieve and retained on the 4.75-mm sieve obtained by separation from portions of the sample not otherwise used for testing. From a sample having a mass of 35 kg or more, select a representative portion having a mass of approximately 11 kg for a moisture density test and divide the remainder of the sample to obtain three representative portions having a mass of approximately 6.8 kg each.

@muhammedtanyldz7778

2 жыл бұрын

@@HIGHWAYGUIDE Thanks for your clear answer..

good video

Excellent

@HIGHWAYGUIDE

4 жыл бұрын

Thanks

Dear sir CBR 3 energy graph ko kis dyr density par banate hai before / after ??

Awesome sir

@HIGHWAYGUIDE

4 жыл бұрын

Keep on watching

Sir if we don't want to soaking strength of CBR value is it necessary to conduct soaking CBR results as per is condition.

@HIGHWAYGUIDE

4 жыл бұрын

Yes

Hello sir In this video you explain very well Really appreciate However should be mentioned test reference and swelling%

Thanks you

@HIGHWAYGUIDE

4 жыл бұрын

Welcome

Great 😊

@HIGHWAYGUIDE

Жыл бұрын

Thanks for the visit

Sir weight off compectd soil me m2 ka value kaha se liye hai plse sir reply

Sir aap ke video Gjab hai m bhut dekhta hu

Sir, why we took the %MDD as 97.00% at the end of the video ?

@HIGHWAYGUIDE

2 жыл бұрын

As the compaction % of subgrade is 97%

@muhammedtanyldz7778

2 жыл бұрын

@@HIGHWAYGUIDE How did we find the value of 97% in the video? I couldn't find it, sir.

Great

@HIGHWAYGUIDE

4 жыл бұрын

Thanks

Super

Nice....

@HIGHWAYGUIDE

4 жыл бұрын

Thanks for appreciation.

👍👍👍

How to get proving ring load factor

@HIGHWAYGUIDE

5 жыл бұрын

Clikzread.info/dash/bejne/inelpZqAc5C6cZvH.htmlk on below link

sir when you compacted 10 its each layer 10 compaction?

@HIGHWAYGUIDE

3 жыл бұрын

Yes

@er.sayanpal

3 жыл бұрын

@@HIGHWAYGUIDE sir how to calculate concentrate load ?

Sir ye 56blows konsi is code pe likha hai? Is 2720 part 16 pe to milla nhi

@krsnaog1265

2 жыл бұрын

ASTM me dekho

Nice vidio sir

@HIGHWAYGUIDE

4 жыл бұрын

Thanks for appreciation.

You did not take a dial gauge reading before and after the soaking to determine the swell

@HIGHWAYGUIDE

4 жыл бұрын

You are right

If the dia of mould is 15 cm and height of mould is 17.5 cm then how the volume comes as 2250 cc ?

@HIGHWAYGUIDE

9 ай бұрын

Modified compaction mould) As per IS 2720 (Part VIII) 1980, IS 10074 Cylindrical mould of Mild steel having volume of 2250 cc with an internal diameter of 150 ± 0.1mm and an internal effective height of 127.3 mm ± 0.1mm. Fitted with a detachable base plate and removable extension collar with 60mm height.

@HIGHWAYGUIDE

9 ай бұрын

175-47.7=127.3 mm

@HIGHWAYGUIDE

9 ай бұрын

47.7 is the spacer height

Dia of mould 150mm & Height of mould 175 then volume of mould 2250 ? How it is

@HIGHWAYGUIDE

3 жыл бұрын

175 height is including with collar which is 50 mm so while calculating volume , you have to take height 175 - 50 = 125 mm

@HIGHWAYGUIDE

3 жыл бұрын

Generally mould height is considered 127.4. You can measure it in laboratory.

2.5 & 5.0 per standard division kya hai sir please bataye

@HIGHWAYGUIDE

Жыл бұрын

Unable to understand your question.

Sir GSB ka CBR Kaise karte h?

Sir 56 blows se bhi kar sakte h

@HIGHWAYGUIDE

Жыл бұрын

As per IS code 56 blows is allowed

CBR KE value 100 % se jyada ho skti h kya sub base layer ke liye

@HIGHWAYGUIDE

Жыл бұрын

Yes

Sir How calculate the CBR at 98Percent dry density

@HIGHWAYGUIDE

Жыл бұрын

Please see the last part of the video

Hello sir Can u tell me how to calculate proving ring constant

@HIGHWAYGUIDE

5 жыл бұрын

kzread.info/dash/bejne/inelpZqAc5C6cZs.html

@ashiqhussainshah1542

5 жыл бұрын

Total capacity / Total division

CO efficient foctar kaishe nikale sir aap ne div multiple kar rahe hai sir please calculation .

@HIGHWAYGUIDE

2 жыл бұрын

Already posted a video

@paramhanshkumar9651

2 жыл бұрын

Thank u sir

Sir yh detail kaun s code m h

@HIGHWAYGUIDE

5 жыл бұрын

AASHTO T 193-99 ,2003

Good morning sir,why taken CBR Penetration,2.5&5 some body peoples tell that's standard load given is code,any coinsder 2& 7.5

@HIGHWAYGUIDE

4 жыл бұрын

No idea what is the opinion of people ?

@anjipopuri3376

4 жыл бұрын

Peoples are also tell mention code,so he coinsder,But why only 2.5 MM& 5MM Penetration standard reading coinsder

Mould no.08 is 11350 not 10350

Sir how to calculate load ? Formula

@HIGHWAYGUIDE

3 жыл бұрын

Please see full video

sir aap jo bhi test batate hain uska exel sheet jarur dal dijiye sir taki hamlog ko bhi help ho jaye

Sir kuch case mai all moulds pr 56 blows dete hai. But is video mai 10 25 56 aise diye. Aisa kyu sir

@HIGHWAYGUIDE

2 жыл бұрын

This is not as per IS code

@HIGHWAYGUIDE

2 жыл бұрын

Please see in description

5 kg hi surcharge wto Kyu rakhte hain

@HIGHWAYGUIDE

4 жыл бұрын

It is codal provision.

Sir, material कितना लेते हैं weight

@HIGHWAYGUIDE

4 жыл бұрын

All is mentioned in my video , see with interest.

test is gsb ka cbr hai sir.soil ka cbr

👍👍👍👍👍👍☺☺☺😊☺

If I test one mould with 10kN Proving ring capacity and other mould of same soil with 5OkN capacity Proving ring.! Do I get same CBR values??? If not how it varies.!?? Plz explain sir.!! Waiting for your reply!!

@HIGHWAYGUIDE

5 жыл бұрын

Same CBR value but you have to change calibration factor.

@noratsharma2925

2 жыл бұрын

The capacity of proving ring only metters when CBR % is high Soil normally cen be tested with 10kn however when you are testing Wmm material which required 100% CBR value then you have to use 50kn ring

Could u send this code plz...sir

@HIGHWAYGUIDE

5 жыл бұрын

Download this code , AASHTO T 193-99 ,2003

Kitni bar compact karna padta hai

@HIGHWAYGUIDE

2 жыл бұрын

Request you please see full video.

Pl post the how to calculate percentage MDD video sir

@HIGHWAYGUIDE

4 жыл бұрын

Will do soon

Sir % of mdd kaise nikalte hai

@HIGHWAYGUIDE

4 жыл бұрын

OK , I will post separate video.

Multiplying factor kaise calculate kre

@HIGHWAYGUIDE

5 жыл бұрын

kzread.info/dash/bejne/inelpZqAc5C6cZs.html

Formula me kon si value put krni h ..formula me put krke btao.or ye v btao ki value kahan se leni h

@HIGHWAYGUIDE

2 жыл бұрын

I have already posted video in detail please go through.

Simple wagth Kitna liya

@HIGHWAYGUIDE

2 жыл бұрын

Please see full video

Sir 19 sive kaha hoti he o to 20 ki hoti he

@HIGHWAYGUIDE

5 жыл бұрын

In highway 19 mm sieve is very important , in all gradation you will find 19 mm sieve , 20 mm sieve is never used in highway, it is used in concreting work only, 19 mm sieve is used in soil , CTB , BM , DBM , BC , SURFACE DRESSING , STONE MASTIC ASPHALT, BITUMEN COLD MIX ,DLC & PQC.I think you got your answer.

at minute 25:12 some mistake

@HIGHWAYGUIDE

4 жыл бұрын

If mistake so nice of you

Sir omc and mdd ka bi video banao plz

@HIGHWAYGUIDE

5 жыл бұрын

Already posted

But sir only 10 stock

@HIGHWAYGUIDE

4 жыл бұрын

Please see whole video.

Sir 20.7 kese aaya Plz tell ne

@HIGHWAYGUIDE

5 жыл бұрын

See last part of the video

Sir calculation ke sath samjhana tha

@HIGHWAYGUIDE

Жыл бұрын

Please see whole video with interest

@rahulkumardubey9555

Жыл бұрын

@@HIGHWAYGUIDE sir bol bol ke samjhate hai to Jada samajh me aata hai

can someone explain to me how to convert 70kg/cm^2 to 1370kg plz???

@yuvrajsingh-gg4mh

5 жыл бұрын

mould dia is 5cm hence 1370/(area of mould)=70kg/cm^2

👍👍👍👍👍