djr1897
Geotechnical
- Oct 25, 2019
- 1
Hello All,
I am struggling to successfully run my sieve/hydrometer analysis on this sample. I believe I am following the ASTM perfectly. However, I am not getting the correct numbers. Can anyone provide a brief explanation of how you run your 422's?
ASTM 422 states that material retained on a number 10 can be run using sieve analysis and material passing a number 10 is analyzed using hydrometer analysis. What about everything in between the number 10 and number 200???
Any help and advice is greatly appreciated. Several youtube videos that I have seen show to air dry and pulverize at least 500 grams of soil and run a sieve analysis on that (which includes the number 200), and run hydrometer analysis on the material passing the number 200. However, this is not consistent with what is in the ASTM.
I am struggling to successfully run my sieve/hydrometer analysis on this sample. I believe I am following the ASTM perfectly. However, I am not getting the correct numbers. Can anyone provide a brief explanation of how you run your 422's?
ASTM 422 states that material retained on a number 10 can be run using sieve analysis and material passing a number 10 is analyzed using hydrometer analysis. What about everything in between the number 10 and number 200???
Any help and advice is greatly appreciated. Several youtube videos that I have seen show to air dry and pulverize at least 500 grams of soil and run a sieve analysis on that (which includes the number 200), and run hydrometer analysis on the material passing the number 200. However, this is not consistent with what is in the ASTM.