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

‪@HIGHWAYENGINEERING‬ #MDD_Test_Of_WetMixMacade #Proctore_density_of_WMM
#modifiedproctorecompactiontest #heavycompactiontest
About Channel
Hi friends welcome to our youtube channel you are watching informative videos of Highway Construction , civil engineering laboratory test, Roads construction technology ,Construction site work & Procedure ,Quality control , job preparation for civil engineers ...
Also Join Us on Telegram and Get many important Information,pdfs,Excel sheet,video of civil engineering and highway construction and real time discussion with our Experience Highway Engineeeing Personal,,lets join immediately from given link
t.me/Highwayen...
For Bussiness Enquiry mail us : [e-mail]
Facebook Group www.facebook.c...
Lets check all youtube playlist
1.Cement Concrete Construction work and Quality Test: • Cement Concrete Constr...
2.Auto level survey,Geometrics of Road- Camber| Super Elevation | side slope | Cross Section | Auto level Survee: • Roads survey and Geome...
3.HIGHWAY ENGINEERING most Important Imformation: • HIGHWAY ENGINEERING mo...
4.Base Course | Subbase Course | WMM Construction and Quality Test: www.youtube.co...
5.Earth Work Construction and Quality control Test: • Earth Work Constructio...
6.Civil engineering Q&A | Top asking interview questions: • Civil engineering Q&A ...
7.Bituminous (Ashphalt)Work | Quality test For Bituminous Work in Roads: • Bituminous (Ashphalt)W...
8. All videos of Highway and Roads construction Guide
• Roads Construction Gui...
Subscribe for more Civil Engineering, Roads Construction videos

[@pqcrepairingaj1705]

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

[@santoshpradhan1062]

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

[@DevMishra2023]

Useful Video...

[@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?

[@debankurbaruah5728]

Nicely explained. Thanks

[@RohitKumar-ec6no]

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

[@hanumansingh1109]

Kamal kre deya bro tx tx

[@dipakbhuyan4090]

Thanks

[@akhileshprajapati7655]

Thanku sir

[@lokwanijay6977]

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]

Video quality ka option nahi but tesk knowledge excellent

[@misbahulhakeem8358]

🎉

[@dharamnishad7482]

Gsb Procter compaction

[@joy22july]

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

[@HIGHWAYENGINEERING]

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

[@dharamnishad7482]

Yahi process gsb ke liy hai kya

[@HIGHWAYENGINEERING]

Yes only for Crushed stone GSB

[@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?

[@HIGHWAYENGINEERING]

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]

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

[@trongsarkayta]

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]

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]

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]

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

[@HIGHWAYENGINEERING]

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

[@SunilChauhan-vq7rl]

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

[@joy22july]

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

[@SahilSharma-vs6jb]

Sr gsb ke liye sieve kon c lagegei

[@dineshprajapati693]

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

[@HIGHWAYENGINEERING]

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

[@debankurbaruah5728]

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]

Sir replacement kyse kare?

[@HIGHWAYENGINEERING]

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

[@abhinavkumar9735]

Sir Why 70:30, why not 60:40

[@aamirabdulsalam]

fdt wahi same hoga

[@HIGHWAYENGINEERING]

Yes with 200 mm dia

[@omprakashmishra8066]

what is CRM

[@HIGHWAYENGINEERING]

Crusher run macadem