I know its been 8 years but you manage to explain this stuff SOO much better than our lab books.

You can run what is called a one-point test. You need the proctor mold, a hammer, a strike off bar, a portable stove (to burn off the moisture), a sieve, a brass bowl, a scoop, and a balance. You can perform the proctor test as shown in this video on site. It will yield one moisture content and one bulk unit weight. Your state DOT should have typical moisture-density curves. You simply plot your data on the chart they provide.

this man talks as he will burst into laugh ... ..

thank you so much for your clear explanations. can you please do another tutorial clip on California Bearing Ratio (CBR) test?

Thank you it helped me after 8 years latter....😊😊

Thank you! This is an excellent explanation.

Awesome video, thanks for the upload.

This is very helpful. Thank you!

4:42 the equation might be wrong, the moisture content defined for Geotechnical Engineering has denominator of dry mass not wet mass. Obviously, at 4:42 what will be multiplied with moisture content difference is wet mass.

I'd like to see you doing a 4.5kg rammer compaction in a cbr mould PMSL.

I think at 3:20, they meant to show the graph of dry density vs moisture content rather than the particle size distribution.

Thank you very much sir! You really helped me with my school assignments and presentation.

Is it possible to compact sharp sand with standard compaction method in the lab

ดีมาก คนไทยดูให้มากๆๆๆ นี้คือการทดสอบวัสดุงานดินของโครงสร้างทางโดยการหาควานหนาแน่นสูงสุดที่ความชื่นเหมาะสมเป็นการทดสอบในห้องทดลองและจะนำค่าที่ได้ไปเทียบกับหน้างาน

search on google moisture content soils. several construction material testing outfits sell some kits (Speedy 2000), but are expensive (search Humboldt or Elle combined with the word soil. The agriculture industry has some devices for purpose of crops. good luck!

Excellent video.

Very helpful video 👍❤️☺️

i do a lot of 6" ASTM modified C proctors. lots of 1" rd base where im at

thank you a million sir.

Best way to remove all the dirt from the mold before weighing is to SPIN IT 👍👍😎😎 The motion flings the dirt of without affecting your soil inside the mold

Great video

Well made video.

Hey, your videos are great can You make video... california (C.B.R.) test ?

The compaction curve was misplaced by a particle size distribution at 3:18

Do you have the ASTM that's directs how to collect the soul sample?

how many proctor tests is he able to do per day?

How about Flow Table test ???

well explained.

good and useful

good job

Thank you

what do we call IPI index (indice portant immédiat) in english?

Dr. Dove brought me here

where can I get a moisture tester, I own a mini excavator with hydraulic compactor and I would love to have a moisture test and the data sheet that tells me what good moisture levels are for sand, pit run, road gravel, and other mysterious form of soil, i believe the equipment is out there and it wont be the perfect thing but it will give me an idea of how my compaction is working and i will be sure to pass tests I feel bad when I fail a compaction test feels like a waist of time

You look like sheldon cooper....

very important test in feild

बहुत ही उपयोगी और महत्वपूर्ण प्रयोगशाला जानकारी के लिए धन्यवाद.

thanks

question? how important is breaking up the clumps when doing the moisture test?

Great

Thanks

love it

c'est bien lorsqu'il est traduire en français

تسلم ياسطه

good

1:00 That guy in the back was thirsty

10.02 coca cola commercial

When to use the modified and when the standard ??

Top hanne hola ni aba

Hi Sir. There are six red "X" marks in your graph, does this mean you did the process six times to get six dry unit weights and six moisture contents values? In other words you did six trials?

Thanks. (Y)

Kevans a maddientust

Lol. I'm taking my field evaluation test next week. And I have to run a compaction test. I ran a few before. Still a little sketchy about it. Lol. We have to run a 3 point curve. 2 on dry and 1 on wet. Lol. Hopefully I pass.

Sir!Thanks for ur presentation. I would like ask some thing. How can I construct plasticity chart (Especially A-line & U-line) using excel. Then if you have tutorial video or link pls. Thanks for support

Where is the beautiful blonde girl

watching from mars any one from jupiter ? visit NNNNNNNNNNEEEEEEEEEPPPPPAAAAAALLLLL (Nepal )

I am not really nitpicking here but doing a proctor in the Lab is different than doing it in the field. I test soils and in the field. It's different when doing a one point in the field than it is on the lab. Rock correction is needed as well Also we have to use a speedy for the moisture content as well. Also it's hard when u have some pissed off contractors city state inspectors watching I the whole time when doing this. Good video but lab and field is different

Moisture condition value

W rizz

aku takleh la tengok video ni. dia suka tengok orang tepi camera and aku distracted!!!

01:00 it's possible to see a person reflection behind him

waste

this curve is irrelevant

Great video

thanks