Wet Mix Macadem Proctore Compaction Test | MDD & OMC Of WMM_CRM

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

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3 жыл бұрын

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#modifiedproctorecompactiontest #heavycompactiontest
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Пікірлер: 37

@DevMishra2023 Жыл бұрын

Useful Video...

@santoshpradhan1062 2 жыл бұрын

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

@debankurbaruah5728 2 жыл бұрын

Nicely explained. Thanks

@RohitKumar-ec6no 10 ай бұрын

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

@trongsarkayta Жыл бұрын

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?

@hanumansingh1109 2 жыл бұрын

Kamal kre deya bro tx tx

@akhileshprajapati7655 2 жыл бұрын

Thanku sir

@dipakbhuyan4090 Жыл бұрын

Thanks

@misbahulhakeem8358 10 ай бұрын

🎉

@lokwanijay6977 2 жыл бұрын

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. 🙏

@dharamnishad7482 Жыл бұрын

Video quality ka option nahi but tesk knowledge excellent

@SahilSharma-vs6jb Жыл бұрын

Sr gsb ke liye sieve kon c lagegei

@dharamnishad7482 Жыл бұрын

Gsb Procter compaction

@SunilChauhan-vq7rl 2 жыл бұрын

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

@joy22july Жыл бұрын

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

@dharamnishad7482 11 ай бұрын

Yahi process gsb ke liy hai kya

@HIGHWAYENGINEERING 11 ай бұрын

Yes only for Crushed stone GSB

@joy22july Жыл бұрын

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

@HIGHWAYENGINEERING Жыл бұрын

Pls dicuss this at our telegram channel. For promt reply.

@abhinavkumar9735 2 жыл бұрын

Sir Why 70:30, why not 60:40

@arshadmrash Жыл бұрын

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?

@HIGHWAYENGINEERING Жыл бұрын

If the soil is crush able we should not repeat by it, if it is not crush able like GSB, WMM do repeat it.

@arshadmrash Жыл бұрын

@@HIGHWAYENGINEERING how can we know weather a soil is crushable or not?

@trongsarkayta Жыл бұрын

You can't repeat by same sample because the water you added in the earlier sample must have lost in the form of evaporation during mixing and testing. When you increase the water content in the next test by adding additional water, it will not be accurate in actual water content. So, it is always better to use the new sample for each test for consistency.

@shambhudange8845 3 жыл бұрын

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 ?

@HIGHWAYENGINEERING 3 жыл бұрын

Ans. 1 Only For GSB , If Soil ... IS 2720 P 8 criteria Shall applicable Ans 2. Material % Depend on Types of Mix Ans. 3 Although We Know % , Still we Need to do Sieve Analysis from Specific Sieves ie. 37.5,22.4,4.75

@meshanqamar4498 2 жыл бұрын

Sir method D clearly explain 19.5mm passing and 4.75mm retain why we are using 37.5mm sieve sir

@HIGHWAYENGINEERING 2 жыл бұрын

The Sample taken for Determine Retain% should be less then size 37.5 mm so we use it.

@aamirabdulsalam 2 жыл бұрын

fdt wahi same hoga

@HIGHWAYENGINEERING 2 жыл бұрын

Yes with 200 mm dia

@omprakashmishra8066 3 жыл бұрын

what is CRM

@HIGHWAYENGINEERING 3 жыл бұрын

Crusher run macadem

@dineshprajapati693 3 жыл бұрын

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

@HIGHWAYENGINEERING 3 жыл бұрын

Usko replace karna he...use me Nahi lena he

@debankurbaruah5728 2 жыл бұрын

22.4 retained material doesnt help in compaction, but it's weight is required anyhow. They help in taking loads but proctor density is only about smaller material packing in a volume

@sandhibanerjee9717 Ай бұрын

Sir replacement kyse kare?

@HIGHWAYENGINEERING Ай бұрын

Watch Complete video...we discussed every step in this video's