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Get PriceBALL MILL METHOD FOR DETERMINING THE DISINTEGRATION OF FLEXIBLE BASE MATERIAL TXDOT DESIGNATION TEX116E CONSTRUCTION DIVISION 3 – 5 LAST REVIEWED SEPTEMBER 2014 water for one hour If 2 L 05 gal of water do not fully cover the sample use the smallest amount of water possible to do so Note 1Use the dry sieve analysis as a rough check for specification
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Get PriceChapter 1 – Soils Tex116E Ball Mill Method for Determining the Disintegration of Flexible Base Material Manual of Testing Procedures 3 0899 – 0500 Use the following information to combine a test sample of 3000 ± 50 g Size Fraction Sieve Passing Sieve Retained Weight 45
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