Wet Mix Macadem Proctore Compaction Test | MDD & OMC Of WMM_CRM_GranularSubBase@LearnEzzyConstruction

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[pqcrepairingaj]

Bahut acchi lagi thankyou Sahab is type se hi aap ham logon ki help kar sakte hain thank u dhanyvad

[RohitKumar-ecno]

Great video sir, please make video on Procter test for soil

[santoshpradhan]

Thanks sir, it was long time wish to see WMM and GSB proctor test. 🙏

[trongsarkayta]

What if some of the WMM material aggregates size are more than 37.5 since the max gradation of WMM is 53mm. What is your comments on this?

And how he can take 70% combined from 22.4mm -4.75mm when he has already sieved by two different sieves?

[lokwanijay]

Sir nice practical informative explanation video about test.👍but I have qustion in when you said 37.5 mm passing 22.5 mm retained replacing with 22.5 mm retained and 4.75mm passing then in the calculation why fraction (A) 25% considered. any know about this please tell me. 🙏

[dharamnishad]

Video quality ka option nahi but tesk knowledge excellent

[SunilChauhan-vqrl]

GSB G-3 ka gradation calculate kese krte h vo btaye sir

[joyjuly]

Sir 100% tak nhi aaya retain weight from each sieve after adding up A, B, C weight then what to do

[joyjuly]

By using this method graph is not coming properly including density of gsb is coming 2.15 g/cc which is less

[arshadmrash]

Why should we repeat the test with another 6kg sample? Why can't we use the same specimen and repeat the test by increasing moisture content?

[shambhudange]

1.Is this same process for Gsb Subgrade and Embankment material ??
2.the material percentage u had taken its same percentage for all types of material ?
3.if u alredy know the percentage 70 and 30..
Then we have do directlya passing the 70 % of retain on 4.75mm...
30 % of pan.of total weight..
Is this correct or not ?

[dineshprajapati]

37.5 mm se pass or 22.4 mm pr retain sample ka use kya hua