Chapter 1 – Soils Tex116E Ball Mill Method for
♦ Calculate the increase of soil binder from the Wet Ball Mill test as a percentage of the backcalculated original dry mass M Soil Binder Increase1 100 B−C M and M 100 B 100− A Where • A original percent soil binder determined in Step 1 of the ''Determining Disintegration of Flexible Base Material'' procedure 425 µm No