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procedure for wet ball mill test

♦ 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
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